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HomeMy WebLinkAbout121 Calabria Springs Cove 03-594 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR 1 —V—4- iv� I MECHANICAL CONTRACTOR PLUMBING CONTRACTOR1 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR. PERMIT NUMBER FEE FEE SUBDIVISION 4 cn cn PERMIT DATE PERMIT DESCRIPTION a0 PERMIT VALUATION SQUARE FOOTAGE cp r 'TRADITION QUALITY VALUE : M' I 1 11 . 6. a.m. '171. . M-U. - 215 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 (407) 339-4114 DESIGN NOTES: BA510 HIND 5PEE12 = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (5 SECOND GU5T) WIND IMPORTANCE FACTOR = 1.0 HIND EXPOSURE CATEGOR"r = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRE55URE COEFFICIENT = 0,15 (INCLUDED IN DE51 ON HIND LOAD) DE51 ON HIND LOADS - HALLS = +22 , - I S P5F ° - ROOFS = +20 , -20 F5F (-50 P5F AT OVERHANGS) STRUCTURAL LIVE LOADS - ROOF = +25/ -25 PSF - OVERHANGS = +25/ -55 P517 CONSTRUCTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF 5TORiE5: I BUILDING HEIGHT: 15'-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 515-cl5) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (A50E 7-9�5. ag 2) CONCRETE: 2.1 Concrete Compressive Strength of 28 days: 2.1.1 Precast with standard reinforcement - 5,500 P51 2.1.2 Precast with prestress reinforcement - 5,000 P51 2.1.5 Concrete fill (placed in field) - 2,500 P51 2.2 Reinforcing Bars: 2.2.1 Steel placed in precast lintel of time of fabrication A5TM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) ASTM A615 (Grade 40) 2.5 Prestress Strands A5TM A416 1-Hire 2.4 Detail Reinforcement in Acordonce with AGI 515 2.5 Concreting Operations 5holl Comply with AGI Standards 5) MASONRY: 5.1 Design and Construction Shall Conform to the 5pecification of the National Concrete Masonry Association and AGI 550 5.2 Minimum Masonry Unit Strength: fm 1,250 P51 5.5 Mortar 5ho l I be Type 5 4) HOOD: 4.1 Hood Products Promotion Council 4.2 All Structural Hood Members Shall Have o Controlled Fiber Stress Grade of of Least 1200 P51 (Fb) 1. TH15 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. (3 SEC. GUST) WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. 2. PRESUMPTIVE SOIL PRESSURE iS 2000 LBS/SF. 3. ALL HOUSE 51-AB5 TO BE 2 500 P51 CONCRETE MINIMUM AND ALL GARAGE SLA55 TO BE 2500 P51 CONCRETE MINIMUM UNLESS NOTED OTHERW16E. TABLE OF CONTENTS 5HEET DE50R1 PTI ON 05-1.0 COVER SHEET 5-1.0 FOUNDATION PLAN A-1.0 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0 ROOF TRU55 PLANS A-5.0 INTERIOR 4 CABINET ELEVATIONS E-1.0 ELECTRICAL PLAN (CD -SHEETS) CONSTRUCTION DETAILS AND SPECIFICATIONS o2 G:xENE� NOTEe I. ALL PLANS ARE GENERATED WITH THE AID OF COMPUTER ,AIDED DRAFTING 5Y5TEM. 2. D iMEN51ON5 AND NOTATIONS ON PLANS HAVE PREFERENCE OVER GRAPHIC DEPICTIONS AND SHOULD BE UTILIZED TO SETTLE ANY DISCREPANCIES - ANY DISCREPANCIES FOUND SHOULD BE FORWARDED TO THE PLANNING AND DE51GN DEPARTMENT OF BEAZER HOME5, INC. 3. PLANS ARE. GENERATED FROM A COMMON GRAPHIC PATA- BASE WITH MODIFICATIONS AS REaUIRED TO ADAPT PLANS TO LOCAL BUILDING CONDITIONS AND SPECS FOR EACH LOCALITY. 4. TYPICAL WALL SECTIONS, FOUNDATION DETAILS, FRAMING DETAILS, ROOF DETAIL5, AND ENGINEERING SPECIFICATIONS ARE F04"11ND ON "5" AND "CD" SHEETS. 5. TEMPERED GLASS INSTALLED WHERE REQUIRED BY CODE. ro. ALL CONSTRUCTION SPECIFICATIONS NOT COVERED iN TH15 SHEET, OR IN PLAN SETS ,AND GENERAL SPECIFICATION5, ARE TO MEET ALL APPLICABLE STATE AND LOCAL 5UILDiNG CODES, PLAN REVISIONS SCHEDULE REV I SHEETS AFFECTED I DESCRIPTION OF GRANGES DATE Maria Virginia Caparros, P.E. /oridae # 53989 h u v U v ZUUdL e imVKKICANE ENGINEERING (401) 114-WO3 PAX. (491)114-8411 P.O. BOX 161613 ALTAMONIE W NIB, FL $2116 THOMA6 J. ANDERSON FW 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, REV. DATE o W axQr„Www o�"WW2o�o o aw 04 CQ 1:0RUM K" O�OZ A a r�t�AxVodr' a WW'W2EO,,,U U �aA�wW� x� w4Q0 mot E.rO U �O co Pq >�co ix c\1 Aft�ACO� � a o Zp� W v N i! 2 O x way a) co HNC Z::�c �E--4 maw Z 0 x a Z 0 a c r � � O w � w� 0-4 ow drawn 4: HLJ checked 4: GP date: 10/01/02 scale: A5 NOTED COVER SHEET 24"x24"xl2" OP. GONG. PAD W/ (3) #5 REBAR EACH WAY FOUNDATION NOTE5: 1. SEE FLOOR PLAN FOR FILLED CELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 3. ALL SOIL UNDER SLAB AND FOOTIN6--5 SHALL BE TREATED FOR TERMITES. 4. ALL REINFORGIN6 STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE STRENOTH OF 2500 PSI AT 28 DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 PSI AT 2& DAYS. "I. MORTAR SHALL BE TYPE S. 8. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. q. ALL EXTERIOR WALLS ASSUMED TO BE GMU U.N.O. 10. ALL AN5LES ASSUMED TO BE 45 DE65REE5 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. 5PAG I NG OF FILLED GELL5: U5E 6'-0" HORIZ. 5PACIN6 - q'-4" CEILING MAX. USE 6-0" HORIZ. 5PACINCG - 10'-0" TO 12'-8" CEILING MAX. USE 6-0" HORIZ. 5PACING - 12'4" TO IS' CEILING MAX. 4 AID LINTEL W/ (1) #5 CONT. 0 q'-4" HGT. (+/- 8") 0 1'-4" 6-101/2" L 4'-'11/2" a I ( FILLED 01 LL5 ITO BE 6-0" O.G. MAX a I � 1'-101 4'-8" I 3 1/2" ON I Ell ■ ■ BLOCK CELL FILLED WITH N CONCRETE AND 1-#5 ROD 547.D. REGE55 A5 PER I FROM FOOTING UP TO MANUFACTURER'S INSTRUCTIONS LINTEL TIE BEAM (TYP) HB ( NOTE: I FILLED CELLS TO BE &-0" O.G. MAX ■ 4 AT BOTH SIDES OF A 6'-O" OPEN- ING OR GREATER. SEE FLOOR PLAN FOR FILLED CELL LOCATION. I I z N 1 - 3 1/2" GONG. FLOOR SLAB (2500 P.S.I) W/ bx6xloxlO W.W.M. OR FIBER -MESH ON 6 MIL. VISO.ON GLEAN WELL COMPACTED TERMITE TREATED FILL k in M"N&CAAM F====9 REF. HANDLER m I V-0" I. 2'-W" I N 1 1/2" 3-1/2" RECESS FOR SHOWER I I' _ 2" STEP -ON A/G I A/G CHASE ■ u� ni I 3 1/2" GONG. FLOOR 5LA8 (25oo P.5.1) W/ 6x6xloxl0 W.W.M. OR FIBER -MESH ON 6 MIL. VISO.ON GLEAN WELL COMPACTED TERMITE TREATED FILL O I cD ' ■ I I ■ ■ I �n I I I ( I — — — — I — — — -- — ■ ■ ■ ■ oil 7900 ■ - ■ D 24"x12"x12" DP. GONG. PAD 24"xI&"xl2" DP. GONG. PAD w/ (1) #5 REBAR EACH WAY w/ (5) #5 REBAR EACH WAY (2-TYPICAL) If -AN I')' -AN i'-4" I'-4" 8" 16'-0' - 8' I'-4" SCALE: 1/4" = I'-O" v in N Maria Virginia Caparros, P.E. 0' REV. 1 DATE �a EE A O oawa azowwa z o�"Wa�o 0 wA k"w O CQ rn z�Aa o txiAO0PP �v va w�aw�Ww4 �oawcn aoz co.> �~aEa �o z o � w S O w l.A 1 O F-+-1 C1 drown N: HLJ chocked N: Gp date: 10/01 /02 sheet 24"x3b" FULL SCALE 5601e: II"Al" HALF 56ALE FOUNDATION PLAN LEGEND SYMBOL DESCRIPTION ® 8" (,MU WALL w/ (1) 05 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 DES16NM FOR SHEAR RESISTANCE 2. ALL INTERIOR BEARING 2x FRAME WALL STUDS 16" O.G. (U.N.0) 2. ALL INTERIOR NON -LOAD BEARING 2x FRAME WALL STUDS 24" O.G. (U ND) EL. INTERIOR ELEVATION DETAIL5 (ELEVATION NO. OVER 5HEET NUMBER) HEADER SGHFDUL_E HEADER NO. DESCRIPTION DOUBLE 2x12 w/ 1/2" FLITCH PLATE HDR-I NAILED w/ IOd o 12" O.G. THO ROWS 5TAC76EPZP DOUBLE 2x10 w/ I/2" FLITCH PLATE NAILED w/ IOd O IT O.G. THO ROWS 5TAGGERED DOUBLE 2x8 w/ 1/2" FLITCH PLATE "^ NAILED w/ IOd • 12" O.G. TWO ROHS STAGGERED DOUBLE 2xb w/ 1/2' FLITCH PLATE NAILED w/ IOd • 12" O.G. THO ROHS 5TAG6ERED PRE-0A5T LINTEL H/ #5 VIA. BAR(5) L - NO (LETTER) (SEE LINTEL SCHEDULE 800-1-57) RECE55ED PRE -CAST LINTEL W/ #5 DIX BA10) M - NO (LEER) (SEE LINTEL 56HEOULE "GD-L5") 141NDON SCHEDULE MA50NRY CON5TRUCTION GALL SIZE WINDOW SIZE SH 12 19 I/6"x2b' SH 13 ICI I/b"x56 3/6" 5H 14 Iq I/b"x50 5/6" SH 14 + 5 Iq I/6"x55 5/6" SH 15 ICI I/6"x63" SH 16 ICI 1/64020 5H 11 Iq I/6"x64" 5H I H2 26 1/2"46" SH I H3 26 1/2"x36 3/6" 5H I H4 26 1/2"x50 5/6" 5H I H4 + 5 26 1/2'x55 5/6" SH I H5 26 1/2"x63" 5H I H6 26 1/2'x'12" SH I HI 26 1/2"x64" SH 50x26 30 1/2"x26" 5H 5006 50 1/2"x36 5/6' SH 5Ox50 30 I/2"x50 5/6" SH 3045 50 1/2"45 5/6" 5H 5043 E 50 1/2"x63" SH 50X'12 E 50 1/2"x-12" SH 5Oxb4 E 50 1/2"x64" SH 22 31"x2b" GALL S17F WINDOW SIZE 5H 23 37"x36 3/6" SH 24 51"x50 5/6" 5H 24 + 5 E n"65 5/6" SH 25 E 37"x63" SH 26 E 51"02' SH Z E 3'1"x64" SH 4bx2b 46"x26" 5H 4606 46"x36 3/6" SH 4bx50 46"x50 5/6" SH 4645 E 46"x55 5/6" SH 46x63 E 46"x63" SH 4602 E 46"02" 5H 4bx64 E 4811x64" SH 32 53 1/6"x2b" SH 53 53 1/6"06 3/6" SH 54 E 53 I/6"x50 5/6" SH 54 + 5 E 53 1/6045 5/6, SH 55 E 53 I/8"xb3" SH 56 E 53 I/6"x'12" SH 37 E 53 1/6"x64" NOTE5: E a INDICATES WINDOW5 THAT MEET E6RE55 REQUIREMNETS 1. ALL WINDOW ROUGH OPENINGS SHALL BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2. SU13-GONTRACTOR5 SHALL VERIFY ALL WINDOW ROUGH OPENING5 WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. NOMINAL GALL SIZE - DOORS: SINGLE, DOUBLE, AND SLIDING WIDTH - FEET --\ //— HEIGHT - FEET X X X X WIDTH - INCHES —� �— HEIGHT - INCHES NOTE5: I. ALL INTERIOR DOOR HEIGHTS 6'-6" (U.N.0) 2. ALL DOOR ROUGH OPENING5 SHALL BE VERIFIED BY DOOR CONTRACTOR PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTORS 5HALL VERIFY ALL DOOR ROUGH OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. GENERAL NOTES 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 ACCORDANCE WITH THE FBG 2001 EDITION SECTION 1616, 104.2.6, AND 104.2.1. A PERMANENT SIGN OF THE TERMITE TREATMENT AND THE PROVIDER SHALL BE POSTED. 3. ALL REINFORGIN6 STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 4. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. S. CONCRETE (GROUT) FOR LINTELS, AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS. 6. MORTAR SHALL BE TYPE S. 1. REINFORCING STEEL SHALL BE MIN. OF GRAVE 40. ffl 01. L-4 L-6 I&'7 H5 t - 9 40' 0" % C]C]LANAI Jt]_. 11111111=1111111111ii11111=11111111111111111=Illlil■■■■■C]L' VAULT r� .. - �► �.; ,. - LW u - ■-•• C ' —1600 VAULT ` m 560m ' m WE JIIIiII1111iC] C]IIIIi1111C] `' = 000007135�vl a, - __ uEli - I - EAT ROOM il pKe � VAULT w A ® C ■CPT �� - ��.. BATH 2 m VFLAT n r • VAULT VAULT 'n - — - - - -■ =� �� ■ \/•• Lj rn �. VFLAT , n -- BEDROOM 2 Imo_ xi K i VAULT ' - iF 9 = k u mmin _ - - '�►00 •ININO u VAULT • JOB LOCATED i � u F ATTIC, _ 6' FLAT - • , ■ ^ ii ■� u - ■LIVINO - M - •,% mm ME •" i r l i ■ _VAULTi i ■ _ ■mi 10, PLAT �1111111111 -- C7-- - C]-- IIIIIiR1111C� rlll�! •l=llt�' SO • • • +25.410 P5F +24'10 P5F +25.410 P5F -54.10 P5F -26AO P5F -26.10 PSF PSF +2b.55 PSF FLOOR FLAN +'4W8 P5F 22*00 5CALE: 1/4" = 1'-0" r K REV. DATE _ J J A/G COMP. 51T1: LOG. k, Maria Virginia Caparros, P.E. 1*uy,ot,� Florida License # 53989 i^11 A ^4 -nr i 1010 tmVKK1C4NE ENGINEERING (401)114-SM3 FAXt (401) 114-8411 P.O. BOX 161613 ALTAMONTE 6PRM0A, FL 32116 TWO11A8 A ANDERSON PE" 41811 to CO d' d4 CA CO N CO A � O U) &,4wo Z w 0 way co � U) xwrn E--40 Z� C) Z b 0 r" ' a C\2 -t4 Z x a z � y C�2 I `\2 � o a w � ow a drawn by: HLJ checked by: GP date. 10/01 /02 sheet 24"x5b" FULL SCALE scale: 11 "AT 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. 1*0 kUv U 0 �� : z 1" TYP. / SMOOTH GEMENTITIOU5 WASH TEXTURED GEMENTITIOU5 WASH COLUMN DETAIL SCALE: 1/4" = I'-O" SMOOTH GEMENTITOUS NA5H u----- !—J, 1=k II I 1� b" I" RA15ED KEY STONE w/ SMOOTH CEMENTI TIOU5 WH AS KE � 5TONE DETAIL 5GALE: 3/4" = I'-0" 2" SGORED 5PAGE5 (TYP.) I' NOTE: ALL L I NE5 ARE SCORED LOUVER DETAILS 5GALE: 1/2" = I'-0" I" RAISED 12 KEYSTONE I" RA15ED b" BANDING 3" 2" \ SCORED b" BANDING \ SANDING DETAIL 5GALE: I/4" = 1'-0" I" RA15ED 4" BANDING OFF RIDGE VENTS 12 T72 YP & (j TYP SHINGLE ROOF SHINGLE ROOF TYP. TYP. TEXTURED , • TEXTURED GEMENTITIOU5 GEMENTITIOUS • • • FINISHtL • , , FINISH 12'-O" ENTRY BEARING HT. a, -oil MAIN BEARING HT. SEE DETAIL FOR FIN15H 4 SIZES O" FIN15H FLOOR LEFT ELEVATION SCALE: 1/8' = I' -0' - J_ (i.l_O$I ""BJEARING HT. 0 0" FIN15H FLOOR 36" HALF ROUND KEYSTONE LOU1/ER 5TAGKED STONE 5HINGLE ROOF TYP. TEXTURED -- GEMENTITIOU5 FINISH REAR ELEVATION SCALE: I/4' = I'-0' TYP 6 mv rma m a I :- ff. Al I no I mk 1 1/2" RA15ED 12" KEYSTONE = _■ ■ ICI ■! Ili ICI !■� !■! I� ICI Ili I■! I■! I■I I■I i■! i■', I■I rr�rrr FRONT ELEVATION Maria Virginia Caparros, P.E. SCALE: 1/4' = I'-0' 6" 5GORED BAND 12" TYP. A EAVE5 I CGABLE5 i CNC.a1N��KINCa (401)114-WO3 PAX (401) 114-8411 P.O. BOX 16*13 ALTAMONTE BPRM %6, PL 32116 TWOMA6 J. ANDER ON PE" 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. REV. DATE Ey A p E4 E"oawa z aw.zoww� z ar'oOo�o �Jvi-u cq aocMElw wo�N U 5RE 50 A �W�zrI oVa H.4t;I aOoUUk E-V+ w�wwa oz o mp�U 095 E-+ v, O 1n .44 O N4 �cqco Q c w Z U N �� 0 o °' x w P4 co • rn d+ 0? (-4 r4Z co Z � O n4 Z O a C\2 O W � � a—� w w O W H r—� drawn by: HLJ checked 4: C date: 10/01/02 sheet 24"x36" FULL 5GALE Vale: II"xl7" HALF 5GALE EXTERIOR ELEVATION ELEVATION 2oO 1%'ov 0 u i i i 10 11, /" '� 'V - ✓v. .v.. ��� ► + �► . o NOTES: 1. TRUSSES MUST BE CAPABLE OF TRAN5FERRIN6 LATERAL LOADS TO BEARING WALL5. 2. TRU55E5, GIRDERS, AND BEAM TIE DOWNS TO BE 51ZED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY QUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH 510E) I'-6" TO 6-0" RooF m&E 4-� �-- 3 HEADER 5TUD5 (EACH SIDE) 6'-0" TO 12'-0" J 4 HEADER 5TUDS (EACH 51DE) 12'-0" TO 16-0" 2 HEADER STUDS REQ. (1) RILL LENGTH STUDA—';� 4, 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS4 HEADER STUDS REQ. (2) FULL LENGTH 5TUD54. BEARING WALL NAIL PATTERN: D-1. PLYWOOD: (FIELD) USE 8D NAILS ® 12" O/G OO C� 4'OR O.S.B. (EDGE) U5E SD NAIL5 a 6"0/G2. GYPSUM: (FIELD) USE 5D NAILS ® 10" O/C T (EDGE) U5E 50 NAIL5 a 1" 0/6 5. T 5. ROOF NAILING PATTERN: PLYWD OR 056 ZONE GH�RT I ZONE I - USE 80 COMMON NAILS ® Ll"0/0 2 ZONE 2 - USE 8D COMMON NAILS ® 6" 0/6 3 ZONE 3 - USE 8D COMMON NAILS o 4" O/C 6. 1/2" GYPSUM GEILING: USE 50 NAIL5 ® 7" 0/0 -7. 2 1/4" X .131 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED ® 5" O.G. E06E5 d ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF ® I6" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALL5 ABOVE 14'-0" TO BE 2X4 #2 5PF ® 12" O.G. UNLE55 OTHERN15E NOTED. ANE HURRICANE ANGABILITY TIE INMODE SCHEDULE BRANFASTENERS# H UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) USP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON META16 (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) 1Od 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) 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 ASU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) PAU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2350 530 (NER) USP 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 MTS27B (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 (ICSO) 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) 1 Od 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) 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) 10d 3965 432 (NER) NOTE: 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 BASED ON ;NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) 3 HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) FOR WOOD CONSTRUCTION FROM TABLE 8.8c - "NAILS AND SPIKES - 4;USE USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN SVALLUUE VALUE (Ibs.) NAIL TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>IO,000LB DOWNLOAD) 8d 103 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) iOd 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<750OLS DOWNLOAD) 16d 149 - COMPLIANCE REPORT PENDING AUG 5, 2002 - CHMIGE M 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 FLY tMV991 CAIY,� ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 THOMAS J. ANDERSON PE# 47819 REV. I DATE �oa�a ot aw,zow�Q°�z o?"wa�o 0 MP, � � w W w PQ tS �o� z�Aa NAlEV o E—V &a m w wa, od �o c0 .-M H � � Aco O w o0� N �Z M x w�� � U) dM x w � h O Z co o 0a ' C\l Z w a O_ W Aldl� G�2 Cfl � � O W e� a drawn by: HLJ checked by: C auLe: 10/0%2 sheet 24"x3b" FULL 5GALE Scale: II"Al" HALF SCALE M� Maria Virginia Caparros, P.E. ELEVATION THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. "loridIcense # 53989 2.0 51 VI w/ MARBLE A A3 MASTER 5ATH 5GALE: 1/4" = 1'-0" 4 r " ell —ON a'-loi 5 V2" E FOYER/LIVING ROOM BREAKFA B A3 ST/ MASTE 5GALE: 1/4" = 1'-0" R BATH I N 1 -31/2" Q 4'-101/2" " I I m " 5'-51/2" F A3 FOYER 50ALE: 1/4" = 1'-0" 5 d G A3 BREAKFAST/GREAT ROOM 5GALE: 1/4" = 1'-0" Maria Virginia Caparros, P.E. /�"ayiAs e`W 3989 D A3 DINING 50ALE: 1/4" = 1'-0" 5 REV. DATE ow IX Z M W o�'Wa20 0 a�oNCQ o i=3°7z o U W ''' CG R+ W C�2 OQ = i � all 0 o':L ca a v�GCA Oo, n a �NC14 8 W mW Co W°4WA, ox �o e� co n4 �CO E-, d+ o•• o w � 0 NHzcd �� xwa; Zoo �CQ a " Z a o � w Ll `\2 0-4 drawn N: HLJ checked N: GP `ate: 10/01 /02 sheet 24"x56" FULL 5GALE scale: II"xll" HALF 5GALE CABINET 4 M150. OETAIL5 • I ELEGTR I GAL LEOEND SYMBOL DE50RIFTION DUPLEX RECEPTACLE �In 1/2 SWITCHED DUPLEX RECEPTACLE �6F1 6FI PROTECTED REGEPTALGE CIFIMP HEATHERPROOF/6Fi PROTECTED RECEPTACLE GM 4Z' APf 't7 6FI PROTECTED REGEPTALGE 0420 A.F.F m@ 220 VOLT OUTLET GL6 DUPLEX RECEPTACLE (CEILING MOUNTED) 1p DUPLEX RECEPTACLE (FLOOR RECESSED) SIN6,L.E POLE SINGE THROW SWITCH 3-HAY SHITCH 4-HAY SWITCH GEILIN6 MOUNTED INCANDESCENT FIXTURE H SUSPENDED INCANDESCENT FIXTURE ® RECE55ED INCANDESCENT FIXTURE RECESSED HATERTI&HT INCANDESCENT FIXTURE RECE55ED EYEBALL INCANDESCENT FIXTURE FLOURESCENT LI6HTIN6 FIXTURE `ZJ HALL MOUNTED FIXTURE 0 VENT FAN 6 DOOR CHIMES PUSH BUTTON FOR DOOR CHIMES SMOKE DETECTOR SERVICE P15CONNECT ® CIRCUIT BREAKER PANEL b TELEPHONE © GABLE TELEV15ION OUTLET GEILIN6 FAN LOCATION OR PREHIRE NOTES: I. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTA6E CHIME TRANSFORMER SHALL BE LOCATED IN THE 6ARASE ABOVE THE ELECTRIC PANEL BOX. 3. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL GAU5E ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED SPACES SHALL BE LOCATED WITHIN 3 FEET OF THE PEAK. 5. ALL BEDROOM RECEPTACLES SHALL. BE CONNECTED TO ARC -FAULT BREAKER5. TO INTMOR PANEL *2/0 OR 04/0 ALUM. SER. CAME PER N.EL. ® MAIN 150 AMP OR 100 AMP D15G MAIN DISC. SYHTGH PER NEC. SECONDARY FE® SAS pa"M 6RaIND PER NEC. ELEGTRIGAL RISER NOTE: I. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF THE NATIONAL ELM. GOD, LOCAL CODES, i THE LOCAL POWER CO. HB ELEGTRIGAL PLAN 50ALE: 1/4" = 1'-0" I REV. DATE axav WwH o'W z w 040 w o�oz tzzr��:gc awa�WzEoo w�aW�wWPQ l Im c0 d� W lit � A ce) O a ZO W Uj 0 0' EN!ralo Z .� N cn P Z C'3 Z O a . . z O a z o w � o H N~ W L) drawn bq` HLJ checked 4: GP date: 10/01 /02 sheet NNW FULL 56ALE scale: INN" HALF 50ALE ELEGRTICAL FLAN to 0 REV. DATE WALL BEYOND 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.IJ W/ ROOF 5HIN6LE5: (1) MEETS ANSI/ UL 7qO, GLA55 A, ASTM 03462, bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I) W/ 3 i/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ UL q97/ A5TM D3161 EXPANSION JOINT OVER (b-MIL VAPOR BARRIER bxb 10/10 WIRE MESH (OR W/ FIBER MESH) bxb 10/10 WIRE MESH (MI W/ FIBER MESH) (2) SECURED w/ (4) NAILS EA. (5EE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 COMP. 5HINGLE5 OVER 15# FELT (5) MEET5 UL R2455 PROGRAM DRIVEWAY 31 q (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. OVER (b-MIL VAPOR BARRIER (FELT: ASTM D 228 TYPE I) SLOPE TO R/W 3 I j (SEE FOUNDATION PLAN FOR SLOPE) ON 1/16" 05B OR GDX 5HEATHIN6 26 GA. 6ALV. FLA5HIN6: (1) G-90 6ALV. GOATIN6 Lu II () MEETS ASTM A524 � PRE-ENGINEERED TRU55 ® 24" O(3) REGULAR POLYESTER . r'- - - 2 (4) I.O/ 0.5 MILL. w/ PRIMER vG w a • I— I— - 3 m 'v Q • ° a3 - � d .. _ 3111 W/ (U META22 ®EA. TRUSS U.N.O. a z o � F Imo- I - (SEE "5-2" SHEETS FOR TRU55 PLANS) SEE ELEV. was (5) MIN. THICKNESS 0.015 IN. w tv r (6) CHROMATE TREATMENT a 04 r r1 a r F — LI`Z— I i — I i- ��_' � � � z o b" WIDE GONG. GURB all GLEAN GOMPACTED • w A wow CQ 8 F1 R 811 g° GLEAN COMPACTED w c Q w s~ a TERMITE TREATED FILL 8 x8 THICKENED EDGE GLEAN COMPACTED 8 x8 THICKENED EDGE TERMITE TREATED FILL ALUM. DRIP A'-' E" 8"x8" THICKENED EDGE aNT. W1 1 #5 BAR CONT. TERMITE TREATED FILL W/ 1 #5 BAR CONT. BEARING HT. W�Dzl�= w w a x W1 I #5 BAR COED( SEE ELEVATION ALUM. R-30 INSULATION �' x o cry a GARAGE DOOR RECESS OFF S E T T H I CXE N E D E D� E DETAIL THICKENED E D C� DETAIL FASCIA 1/2" GYP BOARD P, W a� w z o 0 //�� C � aNa w F� U TIN DETAIL I , T, D 0 0 _ 2X4 OR 2X6 SUB SEE °� LINTEL BLOCK I^u I #5 ROD d w A F t D00 D CD „ 1 FASCIA ELEVATION HEADER HT. w o c� x Z E SCALE: 3/4 = I -0. 5CALE: 3/4" - I -O w CD SCALE: 3/4" = I'-o" SEE ELEVATION O VENT. ALUM. PRECAST HEADER W/ 1 #5 ROD SOFFIT 2x4 STUDS @ I6 O.G. 2x4 STUDS ®Ib"O.G. �p #2KD 5.P.F. MIN. #2KD S.P.F. MIN. WINDOW (SEE FLOOR PLAN 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE FOR 51ZE 8 LOCATION) 1/2" DIA. x 5" ANCHOR BOLT TO STUD/ SP4 ® 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE SEE ELVATION W d� " 1/2 DIA. x 8 ANCHOR BOLT TO STUD/ 5P4 ® FOR FIN15H OR EXPANSION ANCHOR w/ � � M ' GONG. FILLED CELLS W/ 2"x2"xI1b" WA5HER5 LOCATED EVERY OTHER STUD M OR EXPANSION ANCHOR w/ EVERY OTHER STUD I # 5 BAR VERTICAL WITHIN 6" OF EACH CORNER 2"x2"xl/8" WASHER5 LOCATED A �,-� r; 8 32" O.G. MAX. ELSE WHERE WITHIN 6 OF EACH CORNER � O 32" O.G. MAX. ELSE WHERE MARBLE SILL Gc, � #5 DOWEL W/ 1L HOOK ;�� 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.IJ W/ .. O & 25" LAP MIN. ,II 3 I/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ 3 1/2" CONCRETE SLAB bxb 10/!O WIRE MESH (OR W/ FIBER MESH) BOTTOM PLATE TO STUD/ Z OVER 6-MIL VAPOR BARRIER (MIN. 2500 P.S.I ) W/ bx6 10/10 5P4 ® EVERY OTHER STUD (MIN. 2500 P.5.1 J W/ bxb 10/10 5P4 ® EVERY OTHER STUD PRECAST SILL R-4.2 FOIL w O U WIRE MESH (OR W/ FIBERMESH) WIRE MESH (OR W/ FIBERME5H) , " n! (SEE FOUNDATION PLAN FOR SLOPE) y FINISHED GRADE III > OVER 6-MIL VAPOR BARRIER OVER b-MIL VAPOR BARRIER VARIES 1 #5 BAR VERTICAL IN I/2" GYP BOARD OVER 0 F � N �I °'I (SEE FOUNDATION PLAN FOR SLOPE} GONG. FILLED CELL FROM 3/4" P.T. FURRING 7.t1 �I .• SLAB TO TIE BEAM TYP. �„ 11 1u 1u d �9. =—�..— 1n i a . 3� - - tea_ d d . ' °-'•-d- -a - - 3� o . •- 3� @ EACH DOWN CELL. :r I a 8 G.M.U. 31 „ (SEE FLOOR PLAN FOR i • �. ' BASE TRIM A5 SPEC. ►�+ W O aZ, FILLED CELL LOG.) { � • E'r �, v J N 4" MAX. A/G CHASE I a l; 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1.) W/ Z �- "l— - - #5 DOWEL i^!/ 12 HOOK ' �' O (5GHD. #40 PVG MIN.) I� I - _ bxb 10/10 WIRE MESH (OR W/ FIBER MESH) O I I— ' I 1 11-I 1 I � 11 I I OVER 6-MIL VAPOR BARRIER O ,- - THROUGH FOOTING = I 25 LAP MIN. II I r` I4_1,�,I��II Ib"xb" FOOTER W/ I'-4" GLEAN COMPACTED Ib"xl2" FOOTER W/ ,li lCJ Q' ADD (1) #5 BAR w/ 1_ 11 GLEAN COMPACTED TERMITE TREATED FILL 1'-411 ,I, .-I E"4 50" LONG ® A/C CHASE 1 4 TERMITE TREATED FILL 2 #5 BARS GONT. GLEAN GOMPAGTED 2 #5 BAR5 GONT. '�;. O'-O" FIN. FL. jI 0.4 Z (LAP #5 BAR(S) OVER CHASE TERMITE TREATED FILL II d. - w" - _ FINISH GRADE - .. AND CONNECT TO EACH GONT. I6 x20 FOOTER W/ `►I�, i� •�° .a - �� d I I— _ a #5 BAR UNDER CHASE) 2 #5 BARS GC7NT. r,. U FOOTING DETAIL AT GAIRAGE INTERIOR 5EARING WALL FTC . DETAIL OFFSET BEARING WALL FTC'_ DETAIL `�� s�� :�;I, 4_, � -I C �� r SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O° � � SCALE, 3/4" = P-O" �1 I I Z w # GLEAN COMPACTED H ` E FTC. W/ (2) 5 I6"x21 FOOTER kV TERMITE TREATED FILL d 2 #5 BAR GONT. H —3 1/2" GONG. II P_ #5 REBAR TYP. T �' �' I C,�r 8 u C„I U WALL 5 E C T I ON GONG. FILLED CELLS W/ II II -- — — CD 5GALE: 3/4" I # 5 BAR VERTICAL El1:1 BENT BAR W/ 25" W 1 _OI LAP E.W. TYP OF 2 CORNER 5AIR DETAIL (3GONG. FILLED CELLS W/ N.T.S. / EXIST. ROOF SYSTEM AND -1 E3_ I # 5 BAR VERTICAL GONG. LINTEL ROOF STRAPPING /i 0 2'-011 811 BLOCK FILLED W/ (1) #5 PRECAST GONG. II G'MU COLUMN II GMU COLUMN LINTEL GONG. '' w FILLED W/ I #5 BAR I ,1 i i #5 DOWEL W/ 12" HOOK #5 DOWEL W/ 12 HOOK ,I; ;I, „ , I r 8 25" LAP MIN. r11 ill 3 I/2" CONCRETE SLAB (MIN. 2500 P.5.1.) d 25" LAP MIN. ii: 3 1/2 CONCRETE SLAB (MIN. 2500 P.5.1.) W/ DRILL b INTO EXIST. LINTEL, �'i 1'1 III bx6 10/10 WIRE MESH (OR W/ FIBER MESH) UP TO I6' (NON -BEARING) USE EPDXY 8 DRIVE #5 8 BEND h ' Wi ,'� bxb 10/10 WIRE MESH (OR W/ F►13ER MESH) ill I,, OVER 6-MIL VAPOR BARRIER III OVER b-MIL VAPOR BARRIER I #5 IN HEADER. I6' BEARING VERT., 25" LAP REQ'D. I ~ AND IS' USE 2 #5 BAR5 IN HEADER. ' ~ SEE ELEVATION FOR FINISH (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FIN15H Ili (SEE FOUNDATION PLAN FOR SLOPE) E--4 ''i i'' 'GA FRAGE DOOR, NOTES: ,n HEADER I /� ' I INSERT DOWELS VERTICAL SPLIT FACE OF BLOCK �"f E � D E � DETAIL T f� L ' AND STRAIT WHEN NO WALL III FINISHED GRADE PROP'. FILLED CELL LOG- i PRESENT FINISHED GRADE ,i �, ' I I ATION. (TYP) 2. 3/4" HOLE, BLOW OR BRUSFf 2. I - ° r -= - = - - - - - = - 3,1 N.T.S. GLEAN - �- 3�,1 I lr, tr . I' <� ° , ° - I 3. 2 PART EPDXY OR ° - �— . � - �--i - - #5 ROD IN FILLED CELL ENGINEER APPROVED EQUAL 7�[ LrT� If d •II e o -� 0 Z -i� °.1� _— a--- TIED TO GONT. ROD IN FOOTER It LINTEL ROD- ,�---�----�-' � �iIII �___�.-___�. GLEANGOMPAGTED � \ ' `-='--a < � ! GLEAN COMPACTED - - - TI ABOVE (10'MIN. HOOK) i I drawn by: _ '�7 TERMITE TREATED FILL -� TERMITE TREATED FILL I I 11 ` ! - - 1T—Tff_Ilml�—.�.I �' DRILL b INTO EXIST. FTC6., checked by: G� 21_DI, 2'-011 EPDXY d DRIVE #5 8 BEND r VERT., 25" LAP REG-D. 24"x24"Ab" SPREAD FOOTER 24"x24"xib" SPREAD FOOTER W/ 3 #5 BARS a b" O.G.E.W. W/ 3 #5 BAR5 @ 6" O.G.E.W. — — — — I a e: 3�I /�2 - VKtTlCjqNE ISheet 24"x36" FULL SCALE 1°'IU TI L COLU1�iN FOOTING DETAIL SINGLE COLU11'(N FOOTING DETAIL ENGINEERING 5caie:ll"xi7"HALFSGALE I L �' �--I �.{ C - - I I I (� � � D DOWEL DETAIL 407) 774-9003 PAX: (407) 774-8477 FOUNDATION AND WALL GD SCALE: 3/4" = I'-0" SCALE: 5/4 - I O 1 #5 BAR GONT. P.O.POBOXTHOMAS3J. ANDERSONNPSPRINGS,1FL 32716 DETAILS N.T.S. iII THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED TIE 5 E A� 5 T E F DOWN THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS Maria Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITIQN. N.T.5. C t Florida License # 53989 P,oV 0 6 L�uv REV. DATE t (3) 1/2" DIA. ANCHOR BOLT EMBED tl 4" (MIN) W/ 2"x2"A/8" WA5HER5 1 SPACED EQUALLY. TOP 4 BOTTOM BOLTS Ii META22 WITHIN 12" OF TOP $ BOTTOM OF WALL 1I PRE-ENGINEERED TRUSSES PRE-ENGINEERED TRUSSES META22 CONCRETE FILLED CELL W/ #5 BAR It META22 META22 /- P.T. 2X'5 ON MA50NRY E. A I •• tt LINTEL BLOCK W/ t (1) # 5 ROD tI FOR REINFORCING SEE lI PLAN & WALL SECTIONS, 11 8" GONGRETE BLOCK t 1 t t It (3) I/2" DIA. ANCHOR BOLT EMBED to 4" (MIN.) W/ 2"x2"xl/8" WASHERS ,wl LINTEL BLOCK W/ (1) # 5 ROD 8" GMU SPACED EQUALLY. TOP 4 BOTTOM BOLTS 9.e w ZFA E � o�az H a v�xAxv=co �co 8" GMUwa zz0 O wWn'+W,F.,WW� � r�,mo =0 WITHIN 12" OF TOP 4 BOTTOM OF WALL. 1Nt �' o . tqt 2x4 WALL A5 5PEG. IN PLAN I ON I - ® NON -LOAD 5 A I NG I �4 I �l D 5EARING ARCHED FRA1�I D OPENING � 2x4 P.T. BOTTOM PLATE W/ �`'_____ I�R�I�D 0�� I I� I� ���I' I�* 1 ���0� I�� �+ 1/2" DIA. x 8" ANCHOR BOLT I �i ' V UJ I V ' V 5 T W N �I A,5ON R"'T- OR EXPAN51ON ANCHOR W W 2"x2"xl/8" WA5HER5 LOCATED NT5 NT5 WITHIN(" OF EACH CORNER 0-4 V- M 32" O.G. MAX. ELSE WHERE PRE-ENGINEERED TRU5E �4 W l_ E5 a p ®,�i''` ,4�-(NC1�'I WALL CONNECTION ON i0 1,��ON��' UJ1�L� [DETAIL t iLll,, -j L 7-j N.T.5. II I, p ii1 Q' U F- r' 1 i I CONTINUOUS 8" GONG. I I1 1 �' tv W Ri .- —META22' MT512 META22 L -I ?,'- BLOCK WALL L �- J I;L.-� G) GONG. FILLED CELLS W/ r I I (1) #5 BAR - 25" LAP MIN. ( 1 hw� L -j INTO PILASTER CELLS 4 II TIED BACK INTO WALL LINTEL I; Z C) O t PRE-GA5T GONG. LINTEL ; 'i n ' _ ' w/ 1 #5 REBAR (SEE LINTEL 5GHED.) HEADER LINTEL BLOCK W/ r * 1 r r -I r ',�1 r 1 DBL. 2X #2 S.Y.P. W/ I/2" FLITCH (1) # 5 ROD I ;_�__ ==F=P, I I �_�-- ==I -� I � v--4 (REFER TO HEADER SCHEDULE) b L I J L� J L. J L— J Z SEE PLAN ,.• I' 1 I I I I I r 1 8 x 51, GMU L J a �- (1) HUG HANGER ®EA. END POURED FILL CELL L + J L _,I.;. J ' 1X OR 2X P.T. BUCKS TYP. '' u 1' Ij I I 11 8" it 8"x8" PILASTER WINDOW OPENIN6 (I r'i' , r -r : PRE-GA5T GONG. LINTEL—JA rE w/ 1 #5 REBAR (SEE LINTEL SGHED.) ` *' ' ( 8"xlb" PILASTER LOAD 5EARII �lG H�TOP OF MASONRYL CONNECTION TO I"145ONRNr' DETAIL LINTEL BLOGK I I NT5 W/ (1) #5 BAR ; Ii' GONG. FILLED CELLS W/ (1) #5 BAR - 25" LAP MIN. I INTO PILASTER CELLS t I IX OR 2X P.T. BUCKS TYP. i ul, I TIED BACK INTO WALL LINTEL "' GONTINUOU5 I ii�I MASONRY WALL'! I fill DOOR OPENING FOR RADIAL FRAMING i ;� I MA50NRY PILASTER USE 2X4'5 ® 8" O.G. MAX. 5PAGIN6 I ii I 1� II GONG. BLOCK WALL FILLED w/ USE (2) 2X'5 IN ABSENCE OF LOAD " GONG. FILLED CELLS W/ W/ Sd NAILS ON BOTH ENDS CONNECTING I �� I 1 #5 REBAR GONT. FROM FND. BEARING WOOD OR CONCRETE HEADER l/16" 0.5.B. 5HEATHIN6 " (1) #5 BAR VERTICAL I I I I t I I TO BOND BEAM P.T. 2x'S FOR MASONRY I I A S ON RNT" P I Lr A S T E R TIE TO �I A S ON R*T- WALL DETAIL � V FOR PERIMETER NAILING N.T.5. w WINDOW II INTO 5UB-5TRAI6HT NDOW AND DOOR ANCHORING 1-OR 1 IASONR�'/ FRAME THROUGH SHEATHING WINDOW OPENING W USE Sd NAILS ®12" O.G. USE 8d NAILS 12" D.G. MAX N.T.S. 2X P.T. BUGK5 TYP. W/ 7/16" 0.5.5. 5HEATHIN6 PRE-GA5T GONG. LINTEL NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOW/ DOOR MANUFACTURERS FASTENING METHOD 15 NOT 5PEGIFIED) 2X BLOCKING W/ 8d NAILS ® 16- O.G. TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENIN65 A RD I� I=R� INS® WINDOWS " GONG. BLOCK WALL FILLED w/ PT IX BUCKS FOR LONDOW5 ,4ND DOORS PT 2X BUCKS FOR WINDOWS AND DOORS � � 1 #5 REBAR GONT. FROM FND. NAIL W ITO BOND BEAM (TYP.} (ALTERNATE � N.T.5. rT .) / .lOQ DIA OR HEAVIER POWER NAILS Ibd NAILS ®2" O.G. EA. END TYP. 8" O/G AND 3" MAX. FROM ENDS TYP, WITH /�" MIN. EMBEDMENT INTO BLOCK. CONNECTING 2X HEADER TO 2X BUCKS 1.) INSTALL 3/16" DIAMETER 5ELF TAPPING GONG. 1 I� drawn by: _ ANGHOR5 EIGHT (8) INCHES MAX. FROM EN05 TRANSITION FROM IX TO 2X P.T. 13UGK FOR MA50NRY OPENINGS b'-O" MAX. AND 24" ON CENTER MAX. W1TH I" MIN. EMBED. 2.) FOR FASTENING WINDOWS AND DOORS INTO BLOCK. TO SUBSTRATE WINDOW OPENING checked by: �� (SEE MANUFACTURERS SPEGIFIGATIONS) (/ 2.) FOR FASTENING WINDOWS AND ODORS TO SUBSTRATE date: 3/1 /02 NOTE: (FOR MA50NRY OPENIN65 USE 2X BUCKS) \i/� � Sheet 24"x3b" FULL SCALE (SEE MANUFACTURERS SPEGIFIGATI ON5) L T RN � T� WINDOW D ®� HEADER ENGINEERING SGQIe' 11"x I l" HALF SCALE L) INSTALL 3/16" DIAMETER SELF TAPPING GONG. ,� (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL ANCHORS EIGHT (8) INCHES MAX. FROM ENDS INS 1 D E 1-i A SON R� OPENING P.O. sox 161613 ALTAMONTE SPRINGS, FL 32716 DETAIL5 AND 24" ON CENTER MAX. WITH I" MIN. EMBED. THOMAS J. ANDERSON PE# 47819 INTO BLOCK. N.T.S. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED M i VtTHE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS rgi 1 Capar Os, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION, It CD2 Florida License # 53989 2-2X'5 BELOkq TRUSS.�► iFRAMINI5 V41 %I NAILS @ I CSEE PLAN 3/1 (o • ' • Q FROM I AND @ I • ■AND - SEE PLAN 3/16" X 3" TAPGON5 e� i 016 t 15# FELT 7/16" 0.5.5. 5HEATHINCG Ibd NAILS @ 12" O.G. FLA5HIN6 METAI6 @ 24 O.G. MAX. REFER TO ELEVATION FOR FINl5H :-ENGINEERED 3LE TRU55 01A. "J" ANCHOR BOLT 2" O.G. MAX. EMBED 4" MIN. 2"x2"x178" WA5HER5 5" P.T. PLATE U.N.O. 8"x8" LINTEL BLOCK TIE BEAM GONG. FILLED w/ 2 #5 DIA. RODS GONT. HIRED 4 112" APART H/ 25" MIN. LAP 1'-IA50NIR"' WALL TO r-:;45LE ENDWALL DETAIL 5GALE: N.T.5. (USE 5P65 FOR 2x6 5TL 5P65 FOR 2x8 5TUD5 OF 5P4's FOR 2x4 5TUI COMP051TE LINTEL, OR SITE CAST PRECAST HEADER DOG)R TRACK 2 X 8 (PT) PLATE EACH 51DE OF DOOR OPENING (4) 1/2" A15-1" 1-6. ® EA. DOOR TRACK W/2" 50. WASHER $ NUT AT FILLED CELL TfRACIC t-10 ANT DETAIL N.T.5. 2x4 ® 48" O.G. W/ A34's ----� CONNECTED TO TRUSS DRIP EDGE ALUM. FAGIA VENTED SOFFIT 1/16" 0.5.5. OR G.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS @ 4" O.G. ON ED6E5 AND 12" O.G. IN FIELD 2x4 MEMBERS @ 24" O.G. NAILED TO TRUSS W/ Ibd @ b" O.G. U5E 2x6 MEMBERS WHEN "H" > 8'-0" GABLE END TRUSS Ibd NAILS @ 12" O.G. META16 ALONG GABLE TRU55 @ 24" O.G. MAX. W/ I-IOd NAIL5 OR 1/4" x 3" GALV. LAG BOLTS ® 16" O.G. REFER TO ELEVATIONS FOR FIN15H '5-2" SHEETS FOR TRU55 PLANS kND CONNECTOR SCHEDULE 2x4 5YP OR #2 5PF @ 16" O.G. W/ (1) 5P4 EVERY OTHER STUD ® TOP AND BOTTOM TYP. 112" DIA. x S" ANCHOR BOLTS EMBED 6" MIN. A/ 2"x2"A/8" WASHERS, LOCATED WITHIN 6" OF EACH END AND 24" O.G. MAX. ELSEWHERE .T. BOTTOM PLATE MIN. <N UJALL - EXTEFRIOfR TO 1**-1A50NiR"� N.T.5. 1/I6" 0.5.6. OR G.D.X. ROOF 5HEATHIN6 SEE ROOF NAILING SCHEDULE 2x4 BLOGKIN6 ® 48" C .G. MAX FIRST 3 TRU55 BAYS 2x4 D AGONAL BRAGIN6 @ 4 3" O.G. 16" MAX. TO 3rd. TRUSS (START 1AA6. MAX. 2x(b GONT. OR BRA(,ING b' FROM END OF TRt'55) 2x4 GONT. USE -12d NAILS AT GONNEGTI )N5 X >qT — TRU55E5 @ 24" O.G. I "� (TYPICAL) A LA "H" i VAULTED TRUSSES 1/2 6YP BOARD I ®24" O.G. (TYPICAL) 2x4 FIRE BLOGKIN6 ----NAIL 2_16dEA. 2x4BLOCK 3-I11 NAILS ® EACH 2x4 KNEE WALL @ 24" O.G. TRU55 PER BRAGE (2x4 STUD MATGH VAULT) I� " 2x6 P.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"A/6" AA5HER5 LINTEL BLOCK IN/ 2 #5 DIA. RODS GONT. II G,45LE ENDUJALL DETAIL F=CfR VAULTED CE- I L INC. AT i IA50NiR�' WALL SGALE: 3/4" = 1'-0" 2x4 @ 48" O.G. W/ A34'9 - CONNECTED TO TRUSS DRIP EDGE ALUM. FACIA VENTED SOFFIT 7/16 O.S.B. OR C.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD GABLE END TRUSS 16d NAILS @ 12" O.C. 1_5TA18's ALONG GABLE TRU55 ® .24" O.G. MAX. W/ 10-I0d NAILS REFER TO ELEVATIONS FOR FINISH — 1/I6" 05B 5HEATHIN6 X GABLE END TRU55 REINFORGIN6 2x's NAILED TO VERTICAL WEB rvl I6d NAILS @ 6" O.G. EXISTING VERTICAL TRU55 WEB5 SECTION A -A N.T.5. 1/16" 0.5.13. OR G.D.X. ROOF 5HEATHIN6 SEE ROOF NAILING SCHEDULE 2x4 BLOGKIN6 a 48 O.G. MAX F I RST 3 TRU55 BAYS 2x4 DIAGONAL BRAGIN6 ® 48" O.G. 1611MAX. TO 3rd. TRUSS (START DIA6. MAX. 2xb GONT. OR BRA6IN6 6FROM END OF TRU55) 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS /� i TRU55E5 ® 24" O.G. / , \ (TYPICAL) i i N (I) H6A10 @ 48" D.G. ON TOP PLATE BEHIND GABLE TRU55 3-I6d NAILS ® EACH DOUBLE 2"x4" TOP PLATE TRUSS PER BRACE 112" GYP BOARD JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE ENDWALL PLATE. USE 2"x4" BLOGKIN6 FLAT WAYS AT JOINT. 2"x4" 5TU05 ® 16O.G. 1/2" DRYWALL GA5LE ENIDWALL DETAIL AT FfRAt"-IE WALL 5GALE: 3/4" = V-O" (1) 5P4 EVERY OTHER STUD A/ 10-10d NAILS TOP 8 BOTTOM ® WALL 5TUD5 $ HEADER , (USE 5Pb'5 FOR 2xb 5TUD5 It 5P8'5 FOR 2x8 STUDS IN LIEU OF 5P4's FOR 2x4 STUDS) (1) 5P4 ® BOTTOM OF EVERY OTHER STUD 4 HEADER STUDS L5TAl8 BOTTOM OF HEADER HEADER (2) 2x12 W/ 112" COX FLITCH HEADER STUDS FULL LENGTH WALL STUDS NO CONNECTORS REG'D WALL STUDS @ II O.G. SEE "5-2" SHEETS FOR TRU55 PLANS AND CONNECTOR SCHEDULE DOUBLE TOP PLATE 7/16" OSB OR COX PLYWOOD EXTERIOR 5HEATHIN6 NAILED W/ IOd GALV. at 3" O.G. EDGES AND 12" O.G. FIELD 2x4 P.T. WALL STUD W/ (3) 1/2" DIA. ANCHOR BOLTS TO BLOCK COMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATES OR 51TE CAST CONCRETE I° X T fR10 fR I� fRA� WA LL ALL $ O FI N I I Cz N.T.5. 1/2" DIA. x 8" ANCHOR BOLT OR EXPANSION ANCHOR w/ 2"x2"xi/8" WA5HER5 LOCATED WITHIN 6" OF EACH CORNER 8 32" O.G. MAX. ELSE WHERE 1/I6" O.5.B. OR G.D.X. ROOF 5HEATHIN6 REV. DATE SEE ROOF NAILING SCHEDULE 2x4 BLOGKIN6 ® 45" O.G. MAX F I RST 3 TRUSS BAY5 2x4 DIAGONAL BRAGIN6 @ 48" O.G. 2x4 @ 48" O.G. A/ A34's 1611 MAX. TO 3rd. TRU55 (START DIAL. CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55) E■ 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS E: DRIP EDGE a z cch a W F ALUM. FACIA �— -- �—---"'-- W 44 WrQaWZ — i o Wao 0 VENTED SOFFIT \ IN, 1-1� � � a z � � , a U c I w W r4 rA 7/16" O.S.B. OR C.D.X. GABLE SHEATHING I i TRU55E5 x� v W o F p" H C2 W/ 8d RING SHANK NAILS @ 4" O.C. I n ®24" O.G. �H W M A E" Z W a ON EDGES AND 12" Q.C. IN FIELD I / \ (TYPICAL) o z 2x4 MEMBERS @ 16" Q.C. NAILED I i x a x ao TO TRUSS W/ I6d @ 6 O.C. �' _ _ _ _ _ _ _� _� z z E o USE 2x6 MEMBERS WHEN "H" > 8'-0" '- --� a, A H w z WW W, GABLE END TRUSS o z d I6d NAILS @ 12" O.C. mil" 2x6 P.T. PLATE GONT. 3-I6d NAILS ®EACH W/ 1/2" ANCHOR BOLTS TRU55 PER BRACE META16 ALONG GABLE TRUSS ® 52" O.G. W/ 4" EMBED " W/ 2"x2"xl/8" WASHERSI/2" GYP BOARD @ 24 O.C. MAX. W/ 7-10d NAILS OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.C. I, LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. �p li II � REFER TO ELEVATIONS FOR FINISH di cn r-;;,45L NDWALL A DETAIL AT 1 IA50MR`r WALL 5GALE: 5/4" = 1'-0" © ' 0 T/16" O.S.B. OR G.D.X. ROOF SHEATHING O E�_, Z SEE ROOF NAILING SCHEDULE M P4 , 2x4 BLOGKIN6 ® 48 O.G. MAX FIRST 3 TRU55 BAYS 2x4 DIAGONAL BRAGIN6 ® 48" O.G. �.., E.c 2x4 ® 48 O.G. W/ A34 5 16MAX. TO 3rd. TRU55 (START DIAL. �1', Z I CONNECTED TO TRU55 MAX. 2x(b GONT. OR BRAGIN6 6' FROM END OF TRU55) O O �. 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS O DRIP EDGE LO ALUM. FACIA \N,\ — --- ------ W VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES W/ 8d RING SHANK NAILS @ 4" O.C. > at 24" O.G. ON EDGES AND 12" O.C. IN FIELD / i \ IN, (TYPICAL) i GABLE END TRUSSX rrE= 16d NAILS @ 12" O.C. (1) HGAIO ® 48" O.G. ON TOP 1.4 a PLATE BEHIND GABLE TRUSS 3-I6d NAILS @ EACH L5TAI8 s ALONG GABLE TRU55cr DOUBLE 2"x4" TOP PLATE TRU55 PER BRAGE 24" O.G. MAX. W/ 10-I0d NAILS 1/2" GYP BOARD U: REFER TO ELEVATIONS FOR FINISH DBL. 2x12 BEAM w1 I/2" FLITCH PLATE POCKET INTO 2X4 HALL OR (1) PG GAPS 0 BEAM TO P05T P.T. P05T (5EE FLOOR PLAN FOR SIZE, LOCATION 8 FINISH) G45LE ENDUJALL DETAIL UJ/ FfRAt4 I D � DFROF ED �4EAD IR OF N IN 5GALE: 3/4" = 1'-0" F� N® 6-+-4 I I x\Q I I 1 { Lu � I r-- - - —Q - - ---} ----- -- -- -- ----- 2x #2 SPF (2" LARGER THAN RAFTERS) w/ (3) I6d FOR 2X6, (4) Ibd FOR 2X8, (5) I6d FOR 2X10, (6)16d FOR 2XI2 / \V 2x #2 5YP RAFTER w/ SIMPSON A34 @ RI06E BOARD $ PLATE 2X R06E (2" LARGER THAN RAFTERS) VALL �' FfRA1 lINC; DETAIL N.T.5. PfVKKIGINE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEA 47819 drawn by: _ checked by: cp date: 311102 Sheet 24"x3b" FULL 5GALE Scale: II"AT HALF 5GALE ROOF d FRAMING DETAILS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.PA 3 SECOND GUST WIND LOAD REQUIREMENTS _wN 3 OF THE FLORIDA BUILDING CODE 2001 EDITION. FloiL'y��n39�s3Q 111 3 4LL V 5P4 1N/ 10-I0d NAILS ® EVERY OTHER — WALL STUD (1) MT512 ® EACH ROOF TRU55 TO TOP PLATE, USE 14-10d NAIL (UNLESS NOTED OTHERWI5E) 1/2" DIA. x 8" ANCHOR BOLT OR EXPANSION ANCHOR w/ — 2"x2"xl/8" WA5HER5 LOCATED WITHIN 6" OF EACH CORNER 4 32" O.G. MAX. U.N.O. — PRE-EN61NEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T SEE "5-2" SHEETS FOR TRU55 PLANS SEE 115-2" SHEETS FOR TRU55 PLANS WALL 5TUD5 16" O.G. II I r— DOUBLE TOP PLATE (1) H3 a EACH FLOOR JOIST TO TOP PLATE, USE 8-8d NAIL5 (UNLE55 NOTED OTHERWI5E) 5P4 a BOTTOM OF 1 �--- 2x4 P.T. BOTTOM PLATE COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER �J OR 51TE GAST CONCRETE WALL STUD INTERIOR LOAD-5EA;2ING FRAt-1E WALL DETAIL N.T.5. (1) L5TA30 W/ 22-I0d NAILS ® EVERY OTHER WALL STUD 1/2" DIA. x 8" ANCHOR BOLL OR EXPAN51ON ANCHOR w/ 2"x2"xl/8" WASHERS LOGATI WITHIN 6" OF EACH CORNER 8 52" D.G. MAX. U.N.O. GOMP051TE LINTEI OR SITE GAS "o' c '' (4 TOP PLATE 2x4 BOTTOM PLATE ANIMMAN )TTOM PLATE 71rSL1- -.,I VL INTERIOR LOAD-BEARfNr-:� FRAME WALL UJ/ LOAD -BEARING FRAME KNEE -WALL A50VE N.T.5. GABLE END TRU55 16d COMMON GUN NAILS 3 FILLED EA. 51D OPENIN (5EE FL 1/2" EXP. ANCHOR x 8" LONG (2) 2x6 PT TOP PLATE 12" EXTENDED BEYOND OPENING. (6 FT MAX. OPENING) G45LE END TRU55 HEADER DETAIL IN LIEU OF 1"1450NR"" LINTEL NT5 -7/16" 0.5.5. OR G.D.X. ROOF 5HEATHIN6 2x4 BLOCKING 0 45" O.G. MAX 2x4 BLOGKIN6 ® 48" O.G. MAX CONTINUOUS TO END OF GABLE FIRST 2 TRU55 BAY5 U5E 4-12d NAIL5 AT GONNEGTION5 USE 4-12d NAILS AT CONNECTIONS — ------ — — — ----------- TRUSSES o 24" O.G. (TYPICAL) 2x6 OR 2x8 5TUD5 0 24" O.G. FRAMED UP TO ROOF DEGK VV (1) 5P6 OR 5P8 ON EVERY OTHER STUD ® TOP AND BOTTOM 1/16" 0.5.5. OR G.D,X. 5HEATHIN6 W/ 8d RING 5HANK NAIL5 a 4" O.G. — ON EDGES AND 12" O.G. IN FIELD REFER TO ELEVATION5 FOR FIN15H EXTERIOR 8" G.MU. WALL VI 1/2" P.T. PLYWOOD OVER 2x P.T. FRAMING — W/ Sd NAILS ® 6" O.G. MIN. EACH 511?E OF JOINT (12" O.G. TYP.) �— 1/2" GYP BOARD VAULTED TRU55E5 2x4 FIRE BLOCKING @ 24" O.G. (TYPICAL) NAIL 2-16d EA. 2x4 BLOCK FOR 2x6 WALLS U5E 2x4 STUDS @ 24" O.G. (MATCH VAULT) I 2x6 OR 2x8 P.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS 0 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"x1/8" WASHERS LINTEL BLOCK W/ 2 #5 DIA. RODS CONT. INTERIOR EXTERIOR 5ALLOON FfRAt"IING ON t%-145ONR"� W/4LL5 5ETLJEEN TfiRU55E5 5GALE: 3/4" = 1'-0" P (1) MT516 OR EOUIV. W/ (4) TAPGON5 3/16" X 2-1/2" @ 2" O/G MIN. LINTEL 1"1155ED LINTEL STRAP DETAIL FOR ROOF TfRU55 TO LINTEL N.T5. PRE -MANUFACTURED CHIMNEY GAP PRE-ENGINEERED ROOF TRUSS (VERT I GAL) 2x P.T. FRAMING 7:ANC,HORED TO G.M.U. WALL 5/16" x 3" TAPGON5 ©4 O.G. MAX. KIP az TEXTURED GEMENTITIOU5 FINISH 1/2" P.T. PLYWOOD (HORIZONTAL) OVER 2x P.T. FRAMING 2x P.T. FRAMING ® 12" O.G. W/ 12d NAILS FRAMING - 5" MIN. dh ABOVE FIN15HED GRADE IV CANTILEVEFED COLUt'-lN DETAIL N.T5. (1) SPI EVERY OTHER STUD TOP OF CHIMNEY SHALL 13E A MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 #2 5YP ® 16" O/C 'VO GALV. FLASHING II 1/4" DIA. FLUE W/ ---- 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S 1'-4" 7/ib" O.S.B. OR G.D.X. GABLE SHEATHING W/ bd RING SHANK NAILS 0 4" O.G. ON EDGE5 AND 12" O.G. IN FIELD REV. 1 DATE E+ E. pw.+,zornpgmm;rn o�"�aWo E- wWA�wW�� tx7 �0uz� c �� UE-z m pa 0-4� ww�w��rz �amu xM� �o to 0 �M N co • Wa 4 W k ocC� W� • Cn &-4 C�C)r Z� �a .. C\2 -!!4 Z O 13.4 F W 2X4 FRAMED CRICKET N GALVANIZED FLASHING (4) Ibd COMMONS NAILED a EACH END rrTT + / i + (2) Ibd COMMONS END NAILED TO VERTICAL 2X4's 2X4 #2 SYP. BLOCKING NAIL AS SHOWN W/ IOd NAILS FIRE FLACE DETAIL N.T.S. Ir' Virginia Caparros, P.E. Ol/Li Florida License # 53989 t" 3 V 0 6 FIVINICANE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 drawn N - checked by: GP date: 3/1/02 sheet 24"x3b" FULL 5GALE Scale: UNIT HALE 5GALE ROOF 4 ERAMIN6 DETAIL5 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MRH. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. -1 1 CD41 V STRUCTURAL GENERAL NOTES: 1. SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EXCEEDS THE SAFE LOAD LISTED FOR LINTEL 8-8UL OR 8-8UR 2. SHORING OF PRESTRESSED LINTELS IS REQUIRED AT 8'-0' O.C. MAX. DURING CONSTRUCTION AND MAINTAINED UNTIL 85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED. 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING 80% OF INDICATED TABLE VALUES. 4. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER ASSEMBLY HEIGHT 5. FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH 6. SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT, 7. UPLIFT LOADS ARE BASED ON 1-#5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES BELOW TOP OF BEAM. PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH DEEP LINTEL BEAMS TO DEVELOP INDICATED UPLIFT LOADS. 8. LATERAL LOADS ARE BASED ON SOLID GROUT FILL CELLS ON EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-#5 VERTICAL REBAR. 9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN BOTH THE TOP AND BOTTOM OF BEAM. 10. SAFE LOAD RATINGS PER ACI 530 AND ACI 318. LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS. 11. SAFE LOADS ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. „ 12, ALL LINTELS EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LINTELS. EIGHT INCH DEEP LINTELS EXCEED L/240 VERTICAL DEFLECTION RATIO. 13. FOR GRADE 40 REINFORCING STEEL, USE 85% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VAiLUES 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 IINCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. MATERIALS: 1. f'c PRECAST = 4,000 PSI 2. f'c PRESTRESSED = 6,000 PSI 3. f'c GROUT = 3,000 PSI WITH 3/8 INCH MAXIMUM AGGREGATE 4. C.M.U.'S PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1,900 PSI 5. REBAR PROVIDED IN PRECAST PER ASTM A615, GRADE 60 6. FIELD REBAR PER ASTM A615, GRADES 40 or 60 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL and RECESS DOOR HEADER DESIGNATION 8-20 S L -X Nominal Width Nominal Depth S=Solid grout filled, U=Unfilled FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.D. BOX 547819 7co 5109 CARDER ROAD DRLANDD, 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 LENGJ(ft.)SPAN CLEAR (ft.) 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 2'1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 S-6" 2'-2" 5726 15629 21014 21014 21014 21014 21014 5726 17439 21014 21014 21014 21014 21014 L-3 4'-0" 2'-8" 4043 8564 14846 17079 17079 17079 17079 4043 8564 17079 17079 17079 17079 17079 L-4 4'-6" 3'-2" 3121 5676 10498 13732 14385 14385 14385 3121 5676 13862 14385 14385 14385 14385 4'-8" 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 a w Cr. L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 L-8 7'-6" 6'-2" 1305 1877 2964 4511 5797 6906 7391 1305 1877 2964 4511 6888 7391 7391 8'-0" 6'-8" 1188 1689 2620 3893 4935 5880 6826 1188 1689 2620 3893 5733 6837 6837 L-9 8'-4" 7'-0" 1121 1584 2434 3570 4465 5320 6176 1121 1584 2434 3570 5162 6514 6514 L-10 9'-4" 8'-O" 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 0 Cl) L-17 15'-4" 14'-0" 440 700 1300 1900 2300 2720 3160 480 1000 1460 1900 2300 2700 3420 Lil W n- L-19 L-19 17'-4" 19'-4" 16'-0" 18'-O" 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'-8" 160 320 600 900 1300 1700 2000 190 500 800 1060 1300 1700 2000 L-22 24'-0" 22'-8" 130 280 480 750 1100 1400 1600 148 392 640 960 1240 1560 1800 Field Rebar qqty. and size at top & bof tam ( 0 = 1 #5 Tap, 0 bars Bot. ) ( 5 = 1 #5 Top and Bot. ) (25=2#5Top and Bot.) L=Lintel, R= Recess Door Header R El M' ...E3 B El EL 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 +-r "A" Steel � "B" Steel to 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 ICESS DOOR HEADERS GRAVITY LOADS (145 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN (ft.) DOOR SIZE (ft.) 8-6SR5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 1,-30SR5 M-2 3'-8" 2'-4" 2'-0" 2720 8243 18810 1954 i 19543 19543 9543 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 ~ U M-4 4'-4 3 -0„ 2'-8- 1632 4988 11089 15204 15204 15204 15204 o°C. 4'-8" 3'-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 PR CAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length r It " " eel UOSteel 13'-4" to 19'-4" 2 - #3 2 - 7/160 STRAND 21'-4" to 24'-0" 2 - #3 2 - 7/160 STRAND and 2-#4 ' 4" "B" Steel COto t M 7 5/8" 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 LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WIND01115, PORCH, 4 GARAGE DOORS PRECAST LINTEL (a"XS" FILLED) PRECAST LINTEL (8"Xl6" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Glear Span Lintel Size Filled (1) #5 8"x8" Filled (2) #5 8"x8" Filled (1) #5 T t B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B A B G I7 E L-I 1'-6" 2'-10" 7845 8122 12374 125g1 1286.7 L-2 2'-2" 3'-6" 5415 5604 8488 5650 8871 L-3 2'-8" 4'-0" 4583 4555 6868 7023 -7175 L-4 3'-2" 4'-6" 3686 3517 5772 5g02 6033 L-5 4'-0" 5'-4" 2g06 5010 4546 464,51 4753 L-6 4'-6" 5'-10" 2577 266cl 4028 4120 4212 L-7 5'-2" 6'-6" 2167 2245 3362 5460 3538 L-8 6-2" 7'-6" 1565 lg32 2g08 2g75 3042 L-q 7'-0" 8'-4" 1636 16g6 2548 2607 2666 L-10 8'-O" q'-4" 1425 1476 2215 2267 23Iq L-11 q'-2" 10'-6" 1236 1251 1g18 1g36 20001 L-12 10'-O" 11'-4" 1125 1170 174q 17g0 052 L-13 II'-2" 12'-6" 1004 1042 1554 15g1 1628 L-14 12'-0" 13'-4" q31 q33 1435 (473 1507 L-15 12'-8" 14'-0" 783 784 1556 i38q 1421 L-16 151-W 14' 8" 1160 1165 IM 1446 1512 L-111 14'-"O" 151-4" 661 661 1326 1516 1461 L-16 16'-0" 111-4" 521 523 1PM 11g1 i250 L-Iq 18'-0" Iq'-4" 406 400 IOIq 1051 1104 L-20 181- 86 20'-0" M6 3111 q60 1011 1063 L-21 20'-0" 21'-4' 502 303 680 qI3' q54 L-22 22' 68 2W-0' 2VI 2941 140 1"5 801 NOTE: Bold numbers represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. DOORS PRECAST LINTEL (S"X(o" FILLED) PREGAST 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"x6" Filled (1) #5 T 8 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B A B G 0 E M-1 1'-6" 2'-10" 3g86 3g20 g0g5 8725 8g30 M-2 2'-2" 3'-6" 2745 26gg 6261 6005 6147 M-3 2'-8" 4'-0" 221,51 2152 5060 4552 4%5 M-4 3'-2" 4'-6" 1864 1532 424q 4073 4170 M-5 4'-0" 5'-4" 1310 1324 5540 3201 3278 M-6 4'-6" 5'-10" 1025 1036 2g57 2833 20101 M-7 5'-2" 6'-6" 522 531 2650 2555 2600 M-8 6'-211 7'-6" 524 530 2116 2037 2087 M-g 7'-0" 8'-4" 3ri7 401 161q 1717 1730 M-10 8'-O" q'-4" 340 343 13% 14&1 1412 M-II q'-2" 10'-6" 2613 2% 1213 1285 12g8 M-12 10'-O" II'-4" 212 215 8g7 q54 qb2 M-15 11'-2" 12'-6" 171 173 736 784 7qO M-14 12'-0" 15'-4" 125 12cl 565 606 611 Maria Virginia Caparros, P.E. l'v Fl 0 FIGURE N0. 1 25W P51 GONG. FILL (CONCRETE PLACED IN FIELD) I STD 160" HOOK ® EACH END OF STIRRUP W/2 I/2" LEG EXTENSION PAST BEND. (TYPJ 9 L .....• TOP LWBAR, 3/5' BAR. EACH LEG °• r "2" STIRRUPS • 4'-0" C-G 1 �r (TIED OR WELDED) t I BOTTOM STEEL - SEE 5GHEDULE l - - "A" BAR NOTE, 16" 1. MINIMUM COVERAGE OF STEEL - 15" "A" BAR MK 1i2$' MILL 2. CONGRETB STRENGTH AT RELEASE - 3,500 PSI t r "A" BAR TYPICAL LiNTEL SECTION PRECAST CONCRETE XAf: itTS FIGURE NO. 3 9AR CONTINUOU5 i COMPOSITE LINTEL SECTION scams: iM5 CONCRETE BLOCK "KNOCK -OUT" COURSE (F' M - 1250 FSIJ CELLS AND V LINTEL FILLED W/CONGRETE PLACED IN FIELD (2500 PSI) "U" LINTELS AS SNOW" IN FIGURES NO. I OR NO. 2 (1) 05 BAR CONTINUOUS FIGURE NO. 2 ..�..., ••..• ;oNc. FILL PLACED IN FIELD) STD IW HOOK • EACH END OF STIRRUP W/2 V2" LEG EXTENSION PAST BEND. (TYP) 3/8" BAR. EACH LEG 7/32" STIRRUPS (POSITIONERS) AT 41-0' G-G AND AT 6" WITHIN 2 FEET OF ENDS (TIED OR PVLDED) BOTTOM STEEL - SEE SCHEDULE WE" 1/16" PRESTRESSM STRAND NOTE, 1. MINIMUM COVERAGE OF STEEL - 15" 2. GON BETE STRENGTH AT RELEASE - 351• PSI 3. STRAND FOR PRESTRESSING TENDONS- ASTM A416 4. MINIMUM PRESTRESS FORGE PRIOR TO LOSSES - 435K TOTAL TYPICAL LINTEL SECTION PRECAST W1 PRESTRESS REINFORCEMENT SCALE U.S. CIRRI CANS ENGINEERING (401)114-90®3 PAX, (49n) 114-6411 P'A. BOX 16*13 ALTAMONTE 6PRMGb, FL 32116 TWOMA6 J. AND@R60N P'E' 4181% REV.1 DATE M to d� CG • And O E- o ►� ZO WRi'..4 E- CO zoo �i It InEy W z O x G.I o � w Ffl� � rdrawy: Gp 3/1/02 NONE LINTEL 5HEDULE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. CD e L SANFORD BUILDING THESE PLANS qRACCEPTED � G Den. ' WED THE CONSTRUED- FCCIq LICPERMITD SOED GHoLNAtLl► CANCEL AND fv07 AS AUTE TO PROCEED WITH PROVISIp, ALTER. I10RITy 7O `UAN NSOF'THtOR H��T ASIDc q"1y VIOLATE ISS TECHNICAL Co ' ' THE dEP1 FROM OF A PERmjT PREVENT ;' -NOIvi S' -L 'ION OF. OM THEREAFTER REQUIRING RRORS ON THE _ t C ORR r; A CORREL- R GTN �OLArIONs of THE COp� NSTRUCTION OFFICE COPY PERMIT #04,m9y