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HomeMy WebLinkAbout128 Calabria Springs Cove 02-2127 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS Beazer Homes CorP- Westr,monte O 327'►4 Altamont 215 rings, 1P 4 PHONE NUMBER t407)339 CBC 05304 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR '� `C ,�CA MECHANICAL CONTRACTOR AQ4-� PLUMBING CONTRACTOR _f s4U'f f '' MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # JoLo' ?o I n PERMIT DESCRIPTION A" PERMIT VALUATION SQUARE FOOTAGE tv d REVISIONS PERMIT # a- DAaq DATE ADDRESS I`� � -� ��� C�i,-Q �i�\� Cxv_�_ CONTRACTOR PH # Lko_-V GC " 51�� FAX # DES CPRITION OF REVISION: � A4-A_AtA L-tm�_ UTILITIES FIRE BLDG � •� I i '002 0 w (2) HETA20 (2) HETA20 VVr+i_1- U'T 1 -K/ i — "v v -1 v.v. S C NOTES.- 1. TRUSSES MUST BE CAPABLE OF TRAN51FERRING LATERAL LOADS TO BEARING WALLS. 2. TRU5SE5, GIRDERS, AND BEAM TIE DOWN5 TO BE SIZED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY G2UESTION5 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" 5- RooF EDGE 4'---� 3 HEADER 5TUD5 (EA( SIDE) 6-O" TO 12'-0" 4 HEADER 5TUD5 (EACH 510E) 12--0' TO 16-0" 2 HEADER 5TUDS REG. (1) FULL LENGTH STUD pp Q �'`' 3 HEADER STUDS REG. (2) FULL LENGTH STUDS F, 4 HEADER STUDS REG. (2) FULL LENGTH STUDS © w»cr= O 4. BEARING WALL NAIL PATTERN: ® I 1 1. PLYWOOD: (FIELD) USE 80 NAILS 0 12" O/G C Qi Q 1 4' OR O.S.B. (EDGE) U5E 8D NAIL5 ® 6" O/G 2. GYPSUM: (FIELD) USE 50 NAILS 0 10" O/G © 05 03 (EDGE) U5E 50 NAIL5 ® 7" 0/0 5.j 1 5. ROOF NAILING PATTERN: PLYWD OR 05B 1 ZONE I - USE 80 COMMON NAILS 0 cl" O/G ZONE CHART 2 ZONE 2 - USE 8D COMMON NAILS 0 6" O/G 3 ZONE 3 - USE 8D COMMON NAILS 0 4" O/G 6• 1/2" 6YP5UM GEILING: USE 50 NAILS 0 7" O/C 7. 2 1/4" X .131 PNEUMATIC NAILS MAY BE USED IN LIEU OF 80 COMMON NAILS. NAILED 0 5" O.G. EDGE5 4 ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF 0 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF 0 12" O.G. UNLE55 OTHERWISE NOTED. cl. TABLE 1705.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REGUIREMENT5. HURRICANE TIE INTERCHANGABILITY SCHEDULE FASTENERS ii (14) 10d UPU 1000 BRAN SIMPSON MODEL N MTS12 HUGHES RT18-TW 14 16d 1386 SEMCO RTPGA1218-T (9) 16d 1360 SIMPSON HETA20 10) 10d 1240 HUGHES TA20 9) 10d �8) 1503 SEMCO TAP12 10d 1115 SIMPSON HUS26 20 16d 1550 HUGHES EHUH26-N �20 16d, (10) 10d 1930 SEMCO THD26 18 6d, (12) 1Od 1285 SIMPSON META16 (12) 10d 1490 SIMPSON META22 (14) 10d 1500 HUGHES MS (8) 10d 950 HUGHES HWUH 4X12 (6) HN20o 5165 (2) 1/2"X6" J-BOLTS SIMPSON LSTA18 14) 10d 1055 HUGHES RT14 10 16d �6) 990 SEMCO RTP18812-F 16d 895 SIMPSON SP1 10) 1Od 585 HUGHES TP4X 10 10d �8) 1465 SEMCO PBS22 10d 715 SIMPSON SP2 10d 890 HUGHES TP4X �12� 10 lod 1465 SEMCO PBS24 12 10d 1075 SIMPSON SP4 (12) 10d 735 SIMPSON SP6 (12) 10d 735 SIMPSON SP8 (12) 10d 735 SIMPSON LSTA36 26 10d 1715 HUGHES RT36112 18 10d 1746 SEMCO RTPGA836 14 16d 1736 SIMPSON H3 8 8d 455 HUGHES HCLH 8 8d 325 SEMCO RT12 (8) 16d 792 SIMPSON ABU66 5/8" A.B., (12) 16d 2300 HUGHES PA6X6 1/2" A.B., (16) 10d 1685 SEMCO ASP66 1/2" A.B., (16) 10d 2160 SIMPSON HGUS26-2 (28) 16d 2000 HUGHES EHUH26-2-N 33 HN20A 2160 SEMCO GHP26-D 28) 16d 2160 SIMPSON HUS212-2 (20) 16d 2560 HUGHES EHUH210-2 (40) 16d,(16) 10d 2290 SIMPSON HTT16 (18) 16d, (1) 5/8" BOLT 3480 SIMPSON MGT (22) 10d, (1) 5/8" BOLT 3965 SIMPSON MTT28B (24) 16d 4455 HUGHES WAM (24) 16d 4135 SIMPSON HETA20 (16) 16d 1890 HUGHES HTA 20 (12) 10d 1968 HUGHES HGT-2 (8) 10d, (2) 5/8" BOLTS 8665 HUGHES WAL 50 (10) 16d 1800 HUGHES USC4-8 4 3/4" EXP. BOLTS 13840 HUGHES SHAG 4 1/2"x8" J-BOLTS, 10560 2 3/4" M.B. THRUBOLTS COMPLIANCE 4f 413 9142 9166 443 94139 9166 209 94139 478 443 443 NAIL VA�,UES: 9408A BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM 94139 TABLE 8.8c - "NAILS AND SPIKES - 413 9142 9166 432 94139 9166 432 94139 9166 432 432 432 413 94139 9166 422 94139 9166 422 94139 s 499 94139 9166 209 94139 393 432 393 2894 443 94139 94139 2894 • s LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) 8d 103 1Od 125 16d 149 1 USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3 USE HGUS26-2 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) 4 USE (3) 16d OR (3) .131 x 3 1/4" NAIL GUN TO FASTEN JACK TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) * - COMPLIANCE REPORT PENDING 44 FEB. 19. 1998 - CHANGE.DWG 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 I FL-10 tmVKKICANE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEO 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV.1 DATE Cy 1 ro 7oa "H A 0E-+ `'oly'wa' z wZocn M 0�"Aa�0 0 WA�wG"'W�W o EydVE•E"A E+ E ww= wwa� x V0 aNavz w Eo'`� � wwaw�WW� Wowa,aoz� Fo00*4m r.94 co d� 0 • r r1 E„1 w w F� Z O co Z b Lo �a " Z z 0 W E+ cr � H � O S a � I Z d O a drawn by: HLJ Checked L y GP date: 1150102 sheet 2411x3b" FULL 5GALE Scale: 11"Al" HALF 5GALE FLOOR TRU55 PLAN 1B ELEVATION OC148 2002 d a WALL LEGEND SYMBOL DESCRIPTION 8'-0" WALL A.F.F. /mil kj- /-I uri-,n 1,/ 1P! -T V.V. ROOF TRUSS PLAN SCALE: I/4' = I'-0' NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALL5. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWN5 TO BE SIZED 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) 1'-6" TO 6-0" s ROOF EcwE 4'--I �-- 3 HEADER STUDS (EACH SIDE) 6-0" TO 12'-O" 4 HEADER STUDS (EACH SIDE) 12'-0" TO IS'-O" 2 HEADER 5TUD5 REQ. (1) FULL LENGTH STUD 03 0 4' 3 HEADER STUDS REQ. (2) FULL LENGTH 5TUD5 A, 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 80 NAILS @ 12" O/C O QAls Ilk OR 0.53. (ED6E) U5E 8D NAIL5 ® 6" 0/G2. GYPSUM: (FIELD) USE 5D NAILS ® 10" O/ C QQ (EDGE) U5E 51? NAIL5 ® T' 0/G 5, T 5. ROOF NAILING PATTERN: PLYWD OR 05B 1 ZONE I - USE 8D COMMON NAILS o a" O/C ZONE CHART 2 ZONE 2 - USE 80 COMMON NAILS ® 6" O/C, 3 ZONE 3 - USE 8D COMMON NAILS ® 4" 0/0 6• 1/2" GYPSUM GEILING: USE 50 NAILS ® -1" O/G 7. 2 1/4" X .131 PNEUMATIC, NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED ® 5" O.G. EDGE5 d ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF ® 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 5PF ® 12" O.G. UNLESS OTHERWISE NOTED. q. TABLE 1705.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENT5 ARE IN ADDITION TO STRAPPING REQUIREMENTS. HURRICANE TIE INTERCHANGABILITY SCHEDULE FASTENERS H (14) 10d UPLIFT 1000 COMPLIANCE 413 BRAN SIMPSON MODEL iI MTS12 HUGHES RT18—TW 14 16d 1386 9142 SEMCO RTPGA1218—T (9) 16d 1360 9166 SIMPSON HETA20 (10) 1Od 1240 443 HUGHES TA20 9 10d 1503 94139 df SEMCO TAP12 8 10d 1115 9166 SIMPSON HUS26 20)) 16d 1550 209 HUGHES EHUH26—N 20) 16d, (10) 10d 1930 94139 SEMCO THD26 18 6d, (12) 1Od 1285 478 SIMPSON META16 (12) 10d 1490 443 SIMPSON META22 (14) 10d 1500 443 NAIL VALUES: HUGHES MS (8) 1Od 950 9408A BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM HUGHES HWUH 4X12 (6) HN20o 5165 94139 TABLE 8.8c — "NAILS AND SPIKES — (2) 1/2"X6" J—BOLTS LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) SIMPSON LSTA18 14) 10d 1055 413 8d 1031 HUGHES RT14 10) 16d �6) 990 9142 10d 125 SEMCO RTP18812—F 16d 895 9166 16d 149 SIMPSON SP1 (10) 10d 585 432 HUGHES TP4X 10 10d 1465 94139 SEMCO PBS22 8) 10d 715 9166 SIMPSON SP2 100d 890 432 HUGHES TP4X �12� 10 tOd 1465 94139 SEMCO PBS24 12 10d 1075 9166 SIMPSON SP4 (12) 10d 735 432 SIMPSON SP6 (12) 10d 735 432 SIMPSON SP8 (12) 10d 735 432 SIMPSON LSTA36 10d 1715 413 HUGHES RT36112 �26� 18 10d 1746 94139 SEMCO RTPGA836 14 16d 1736 9166 SIMPSON H3 (8) 8d 455 422 HUGHES HCLH 8 8d 325 94139 SEMCO RT12 (8) 16d 792 9166 SIMPSON ABU66 5/8" A.B., (12) 16d 2300 422 HUGHES PA6X6 1/2" A.B., (16) 10d 1685 94139 SEMCO ABP66 1/2- A.B., (16) 10d 2160 • SIMPSON HGUS26-2 (28) 16d 2000 499 HUGHES EHUH26-2—N 33 HN20A 2160 94139 SEMCO GHP26—D 28 16d 2160 9166 SIMPSON HUS212-2 (20) 16d 2560 209 HUGHES EHUH210-2 (40) 16d,(16) 10d 2290 94139 SIMPSON HTT16 (18) 16d, (1) 5/8" BOLT 3480 393 SIMPSON MGT (22) 10d, (1) 5/8- BOLT 3965 432 SIMPSON MTT288 (24) 16d 4455 393 HUGHES WAM (24) 16d 4135 2894 SIMPSON HETA20 (16) 16d 1890 443 HUGHES HTA 20 (12) 10d 1968 94139 HUGHES HGT-2 (8) 1Od, (2) 5/8" BOLTS 8665 94139 HUGHES WAL 50 (10) 16d 1800 2894 HUGHES USC4-8 ((4 3/4" EXP. BOLTS 13840 • HUGHES SHA6 (4 1/2"x8" J—BOLTS, 10560 • ((2 3/4" M.B. THRUBOLTS NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE S26-'(OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) 4 USE () 16d OR (3) .131 x 3 1/4" NAIL GUN TO FASTEN JACK TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) ' — COMPLIANCE REPORT PENDING i 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 imVKKICANE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV.1 DATE c,x I is 7oa EE E-� 0 A z awa wzo(NaCo wv w a �aawiE-" U o wAwyWwo wWgEWwxE. �x �0 z�E- a zx0E--H�odr�i� a aNa�wz Eou r4 wr0zd Uo d cc cc d� w -.0 � C4 Cq M E- �X+ •• 0 W O�� v o Z Z Z O Lo C\2 ►" W Z a Z 10 W n..�Idld E-+ Cr � H � O 0 a w� oz W c� a drawn by: HLJ checked by: GP date: 1/30/02 sheet 24"x36" FULL 5GALE Scale: IINIT HALF 5GALE ROOF TRU55 PLAN IE3 ELEVATION MIN 82002 TRADITION QUALITY VALUE 2t5 NORTH WESTMONTE DRIVE DESIGN NOTES: ALTAMONTE SPRINGS, FL 327t4 (407) 339-4tt4 BASIC WIND SPEED 100 M.P.H. (FASTEST MILE) 120 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRESSURE COEFFICIENT = 0. (INCLUDED IN DE51ON WIND LOAD) DE51ON WIND LOADS - WALL5 = +22 , -I S PSF - ROOFS = +20 , -20 PSF (-30 PSF AT OVERHANGS) STRUCTURAL LIVE LOADS - FLOORS (BALCONY) = 40 LIVE/ 10 DEAD P5F - STAIRS = 40 LIVE/ 10 DEAD PSF - ROOF = +23/ -25 PSF - OVERHAN05 = +23/ -55 P517 CONSTRUCTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF STORIES: 2 BUILDING HEIGHT: 22'-4" (MEAN ROOF 14E101—IT) STRUCTURAL NOTES: 1) CODES: 1.1 Florida Building Code 2001 Edition (FBC 1606) 1.2 Building Code Requirements for Reinforced Concrete (AGI 318-95) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (ASCE 7-q5). 2) CONCRETE: 2.1 Concrete Compressive Strength at 25 days: 2.1.1 Precast with standard reinforcement - 5,500 F51 2.1.2 Precast with prestress reinforcement - 5,000 P51 2.1.5 Concrete fill (placed in field) - 2,500 PSI 2.2 Reinforcing Bars: 2.2.1 Steel placed in precast lintel at time of fabrication A5TM A615 (Grade (50) 2.2.2 Steel In lintel and knockout block (placed in field) A5TM A615 (Grade 40) 2.5 Prestress Strands ASTM A416 -1-Wire 2.4 Detail Reinforcement in Acordance with AGI 515 2.5 Concreting Operations Shall Comply with AGI Standards 3) MASONRY: 5.1 Design and Construction Shall Conform to the Specification of the National Concrete Masonry Association and AGI 550 5.2 Minimum Masonry Unit Strength: fm 1,250 PSI 5.5 Mortar Shall be Type 5 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. THIS STRUCTURE H,45 BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. (3 SEC. GUST) WIND LO,4D REaUIfREMENT5 OF THE FLORID,4 BUILDING CODE 2001 EDITION. 2. PRESUMPTIVE SOIL FfRE55UIRE 15 2000 LBS/SF. 3. ,4L L HOUSE 6L,45S TO BE 2 500 F51 CONCRRE TE MINIMUM ,4ND ALL GAf;R,4GE SLABS TO BE 2500 PSI CONCRETE MINIMUM UNLESS NOTED OTHEfRW15E. TABLE: OF CONTENTS SHEET DESGRI PTI ON GS-I.O COVER SHEET S-I.I FOUNDATION PLAN5 A-1.1, 1.4 FLOOR PLANS A-2.0 EXTERIOR ELEVATIONS 5-2.0, 2.1 TRU55 PLANS A-3.0 INTERIOR 4 CABINET ELEVATIONS E-1.1, 1.4 ELECTRICAL PLANB (GD-5HEET5) CONSTRUCTION DETAILS AND SPECS. I. ,4LL PL,4N5 ARE GENERr4TED WITH THE AID OF COMFUTEfR ,41DED DR,4FTING S"�5TEM. 2. D IMENSiON& 4ND NOT,4TIONS ON FL,4N5 H,4VE PfREFEfRENCE OVEfR GR,4f=HIC DEPICTIONS ,AND SHOULD BE UTILIZED TO SETTLE 4N"r DI5CREf=,4NCiE5 - 4Nt' DI5CREF,4NCiE5 FOUND SHOULD BE FOfRW,4RDED TO THE FL,4NNING ,4ND DE51GN DEP,4RTMENT OF 5E,4ZEiR HOMES, INC. 3. FL,4N6 ,4RE GENER,4TED FROM ,4 COMMON GRAPHIC DATA- 5A6E WITH MODIFIC,4TiON5 ,45 fREaUIfRED TO r4D,4PT FLANS TO LOC,4L BUILDING CONDITIONS 4ND SPECS FOR E,4CH LOC,41-IT�i . FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UN 4. T1'FIC,4L W,4LL SECTIONS, FOUND,4TIO � DET,4IL5, FfRAMING DETAILS, fi<OOF DET,41LS, ,4ND ENGINEERING 5FECiFIC,4TION5 4fRE FOUND ON 115" >4ND "CD" SI-IEETS. E�. TEMFEfRED GL,465 INSTALLED WHEiRE fREaUIfRED 151' CODE. ro. ,4LL CONSTRUCTION 6PECiFiC,4TiON5 NOT COVERED IN THIS SHEET, OfR IN FL,4N SETS AND GENER,4L Sf=ECIFICATiONS, 41;RE TO MEET ,4LL .4PFLiC,45LE 5T,4TE ,4ND LOC,41- BUILDING CODES. FLAN REVISIONS SGHE:DULE: REV DATE SHEETS AFFECTED DE:SCRI FTI ON OF GHANC ES 1'E! KNIT. A PERMIT ISSUED S1-4ALL BE COi'r'Th;;11c O TO i,L A LICENSE TO PROCEED W;TH THi.' wGfaK ANG NCI( AS AUTHO ,,, t.i< SET ASIDE ANY OF THE rROVISiI .,7 OK THE 1 EC-aNICAL CODES, NOR SHA!.L I` it Aflr:., iF A b'F:rth111 PR'L ir:NT THE PU:i ^iNG -, r )JN OF r, ^, E. .hON -r !: PLANS, urribt bur, F1 VI rCV10?1C4NE ENGINEERING (401) 114-9"3 FAX: (401) 114-8411 PA. DOX 16*13 ALTAMONTE SPRINGS, FL 32116 TMOMAS J. ANDERSON 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, E'F oar�a xz azoWNA z E" " zo WA;L" owp;w ��t wF.x E0 t Ey F A &0 Ey wwWH�wx� C:3 �xAx�p�v�i a O E+ aNa�Wz 40 waA WAZ w 0 04 � CO co Ater, 04 � o W ".. 0 0 � 0 �0w O P4zC O maw a z 0 w H r-, � O a z w W � = 4 a drawn N: HLJ checked 4: Gp date' 1 /50/02 5`ale: A5 NOTED GOYER SHEET 1 2002 t � " i o-t tt 14 �4 -' '. :: �- I I S jpF,.r C � ir. r: �t I' �` I' '14.:. �. 2 LEOEND 5YMBOL DESCRIPTION 2x FRAME WALL 2x INTERIOR BEARING FRAME WALL NOTES: I. ALL EXTERIOR WALL5 ARE PE516NED FOR SHEAR RE515TANCE 2. ALL INTERIOR BEARING 2x FRAME HALL 5TUD5 I6" O.G. (U.N.O.) 2• ALL INTERIOR NON -LOAD BEARING 2x FRAME HALL 5TUD5 24" O.G. (U.N.O.) EL. INTERIOR ELEVATION DETAILS (ELEVATION NO. OVER SHEET NUMBER) HEAL��)ER SC/HEDULE HEADER NO. DESCRIPTION HDR-I DOUBLE 2x12 H/ I/2" FLITCH PLATE NAILED H/ IOd ® 12" O.G. TWO ROWS 5TA66ERED HDR-2 DOUBLE 2x10 H/ I/2" FLITCH PLATE NAILED H/ IOd ® 12" O,G, THO ROWS 5TA66ERED ODOUBLE 2xa H/ 1/2" FLITCH PLATE HDR-� NAILED H/ IOd ® 12" O.G. THO RON5 5TAG6ERED HDR-4 DOUBLE 2x6 H/ I/2" FLITCH PLATE NAILED H/ IOd 0 12" O.G. TWO ROW5 5TA60ERED K NDO� 5GHEDULE FRAME GONSTRUGTION GALL 51ZE WINDOW SIZE SH 5048 E 36"x56" 5H 5050 E 36"x60" 5H 3060 E 36"x12" SH 4044 E 48"x52" 5H 4048 E 48"x56" 5H 4050 E 48"x60" 5H 4060 E 4V'x12" GALL 51ZE WINDOW 51ZE HR 4040 E 41"x41" HR 4050 E 41"x5q" HR 5030 E 51"x35" HR 5040 E 5q11x41" HR 5050 E 51"x51" HR 6030 E 11 "x35" HR 6040 E 11 "x41" HR 6050 E 11 "x5q" NOTES: E = INDIGATE5 HINPOH5 THAT MEET EORE55 REGUIREMNET5 I. ALL WINDOW ROUGH OPENIN05 SHALL BE VERIFIED BY WINDOW GONTRACTOR PRIOR TO GON5TRU6TION. 2. 5UB-GONTRACTOR5 SHALL VERIFY ALL WINDOW ROUGH OPENIN05 WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. NOMINAL GALL 51ZE - DOOR5: SINGLE, DOUBLE, AND 5LIDING WIDTH - FEET —\ //— HEIGHT - FEET X X X X WIDTH - INGHE5 —� �-- HEIGHT - INGHE5 NOTES. I. ALL INTERIOR DOOR HEIGHT5 iI (U.N.O.) 2. ALL DOOR ROUGH OPENINGS SHALL BE VERIFIED BY DOOR CONTRACTOR PRIOR TO CONSTRUCTION. 3, 5UB-CONTRACTOR5 SHALL VERIFY ALL DOOR ROUGH OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 0 m +25.50 P5F +25.18 FSF +25.50 P5F -55,55 P5F -21.38 P5F +25,18 P5F 40'-0" -21.38 P5F -33.55 P5F 2'-6" 12'-6"1. q'-0" 13'-oil 21-6" 5H 5050 -t— I I'-11 1/2" BEDROOM 5 O -0 V FLAT 5141 2'-q" V-51/2" 40 LINEN 1 26 N BATH 3 26 ' 0 icl LJ 2x6 waLL 26 Q 1 sH. AM N 50 6-6" 2'-0" 3'-51/2" II'-11 1/2" BEDROOM 4 V FLAT 2- SH 5050 -O" 1, q'-II" +24.10 P5F -51.16 P5F HR 4040 1 HR 4040 1 ,, SH 5050 12'-11 1/2" o 14) p +m 0 K�1 N OAMEROOM/ BEDROOM 3 S I TT I NO ry V FLAT 8' FLAT u' m V-51/2" 40 LINEN 4 5H. = m = LEDGERS A0AIN5T FLOOR TRU55 FOR RAGING 26 I+ cv IS cv RAILING 42" A.F.F. _ - V FLAT 5f�TH 2 Cl, 4'-2 142 3'-10 I/2" 5'-O" � 8' FLAT � 26 3' O" p AM :; CHASE I �+. N 50 �v w I I v in V-5 1/2" LOFT 1 4� I 12'-II 1/2" OPEN TO-j '' 8' FLAT L — J _ m +' FOYER DELON 1 m � BEDROOM 2 _ 0 5' FLAT 0 4040 FIXED I1'-5" *25,18 P5F -21.38 P5F 2nol FLOOR PLAN SCALE: 1/4" = 1'-0" 5H 4030 6'-5" +25.66 P5F -21.86 P5F r "] qjfft7jCjqNE ENGINEERING (401) 114-'JW3 FAX: (401) 114-6411 P.O, BOX 161613 ALTAMONTE SPRINGS, FL 32116 THOMAS J. ANDERSON PE• 416n THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MRA 3 SECOND GUST WIND LOAD REQUIREMEINTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV. DATE E- zo�W co N O W a � p�m u o Qww��zoo w o PL4 c\2 w h� Hz�A H WWWHCoWx 0 0Z E4 0E- w o w �zzo� �Na4 w H ZJ wW�W�WWW v�wWw�oz-"4 E,a V)0 d Q� Quo cf) E-1 W © U1 x O ' N Z�+ Z o a O L� z W H CD' Q Q droHn by: HLJ Ghec:ked by: GP date: 1/50/02 sheet 24"x5b" FULL SGALE 5601c: II"xIT HALE 5GALE OPTIONAL 2nd FLOOR PLAN _ \\ 1. 4 0 12002 1-1/2" RAISED 412" KEYSTONE 411 I" RAISED 6" BANDIN6 2" I . I" RAISED 4" BANDIN6 SCORED 6" BANDING SANDING DETAIL 5GALE: 1/4" = 1'-0" SMOOTH GEMENTITOUS WASH 6" J 2" SCORED SPACES (TYP.) \ III 211 44511 3!1_OII NOTE: ALL LINES ARE SCORED LCUVER [DETAIL- 5GALE: 1/2" = 1'-0" I" TYP. I'-Lu 4° > � V /1-1/2" RAISED KEY STONE w/ SMOOTH GEMENTITIOUS WASH QY STONE DETAIL SMOOTH GEMENTITIOUS WASH 5GALE: 3/4" = 1'-0" TEXTURED GEMENTITIOUS WASH COLUMN [DETAIL 5GALE: 1/4" = 1'-0" 5/4" 2nd FL. BEARING HT� IT-4 5/4" 2nd FL. HEADER HT. 10'-8 5/411 IV 2nd FL, FIN. FL. rj I-411 qv ISt FL.BEARINO HT. HEADER HT. SEE DETAIL FOR FINISH 4 SIZES 0" FINISH FLOOR rj 1- 4 11 - LANAI BEARING HT. 0" FINISH FLOOR 56" HALF ROUND KEYSTONE LOUVER 12 5F—, SHINGLE ROOF TYP. TEXTURED GEMENTITIOUS FINISH i OFF RIDGE VENTS 12 ® TYP 5 SHIN6LE ROOF TYP. TEXTURED GEMENTITIOUS 12 FINISH TYP 5 SCALE: 1/0' = 1'-0' 12 TYP 5 "rr T A _ !► Nor SEE DETAIL FOR FINISH � SIZES 00 A 6" SCORED BAND REV. DATE zov�w MIX, a�tw7F�wWE"��' o wAwLL,W�W o o p., t\2 E-1 ��ElE- PAS E- 'Z,�F,A cn4Y0Ex- �00�� � x zzo 0 EE-iWQz ww w., wz Www1. a�oz� d� w � � Q � � ® O a U� E-1 Q � U N z©o L� CN\2 �z 0 n� F+i z W a A I � I H cat 0 � � I � O W EAVES a 6ABLE5 drawn by: NLJ checked by: C date: 1/30/02 1Sheet 2411x5b" FULL 5GALE 56ole: 11"AT HALF 5GALE EXTERIOR ELEVATION 1p, 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. A. ��J O �� 2002 WALL LEG -;END SYMBOL DE5GRIPTION q'-4" GMU. WALL A.F.F. A b 2 (2) HETA20 (2) HETA20 NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAGTURER5 UPLIFT GALGULATIONS. ANY 0,UE5TION5 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 SIDE) I'-6" TO 6-0" —►+ 5- I ._ ROOF EDGE 4'-� 5 HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0' 4 HEADER 5TUD5 (EAGH SIDE) 12'-0" TO 18'-O" OO 2 HEADER 5TUD5 REG. (1) FULL LENGTH STUD @) 3 HEADER STUDS RE0. (2) FULL LENGTH STUDS F 4 HEADER 5TUD5 REO. (2) FULL LENGTH STUDS RIDGE Q Q2 i 4. BEARING I WALL NAIL PATTERN: 2 2 I. PLYWOOD: (FIELD) USE SD NAILS g 12" O/G Qi 4' OR O.S.B. (EDGE) USE SD NAILS @ (9" O/G 2, GYPSUM: (FIELD) USE 50 NAILS @ 10" O/G (EDGE) USE 51) NAILS ® 7" O/G 5' T 5. ROOF NAILING PATTERN: PLYWD OR 05B I ZONE I - USE 8D COMMON NAILS g q" O/G ZONE GHART 2 ZONE 2 - USE 8D COMMON NAILS @ 6" O/C 3 ZONE 5 - USE 8D COMMON NAILS g 4" O/C �• 1/2" GYPSUM GEILING: USE 5D NAILS ® 7" O/G -7. 2 1/4" X .131 PNEUMATIC, NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED :g 5" O.G, EDGES 4 Ig 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALL5 TO BE 2X4 #2 5PF @ 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 5PF @ 12" O.G. UNLESS OTHERWISE NOTED. ci. TABLE 1-705.1, OF THE STANDARD BUILDING GODS, NAILING REQUIREMENTS ARE IN ADDITION TO 5TRAPPING REGUIREMENT5. HURRICANE TIE INT R .HANGABILITY SCHEDUI FF BRAN MODEL FASTENERS UPLIFT COMPLIANCE SIMPSON MTS12 14 10d 1000 413 HUGHES RT18-TW 14 16d 1386 9142 SEMCO RTPGA1218-T (9) 16d 1360 9166 SIMPSON FIETA20 (10) 1Od 1240 443 HUGHES TA20 9 10d 1503 94139 SEMCO TAP12 8� 10d 1115 9166 SIMPSON HUS26 20) 16d 1550 209 HUGHES EHUF126-N 20 16d, (10) 1Od 1930 94139 SEMCO THD26 I 6d, (12) 1Od 1285 478 SIMPSON META16 (12) 1Od 1490 443 SIMPSON META22 (14) 10d 1500 443 NAIL VALUES: HUGHES MS (8) 10d 950 9408A BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM HUGHES HWUH 4X12 (6) HN20o 5165 94139 TABLE 8.8c - "NAILS AND SPIKES - (2) 1/2"X6" J-BOLTS AI�RAL LOAD DESIGN SAAR VALUE (Ibs.) SIMPSON LSTA18 14 10d 1055 413 ad 103 HUGHES RT14 10 16d 990 9142 10d 125 SEMCO RTP18812-F 6) 16d 895 9166 16d 149#{ SIMPSON SP1 10) 10d 585 432 HUGHES TP4X 10 10d 1465 94139 SEMCO PBS22 8) 10d 715 9166 SIMPSON SP2 10d 890 432 HUGHES TP4X �12� 1010d 1465 94139 SEMCO PBS24 12) 10d 1075 9166 SIMPSON SP4 (12) 10d 735 432 SIMPSON SP6 (12) 10d 735 432 SIMPSON SPS (12) 10d 735 432 SIMPSON LSTA36 26 101 1715 413 HUGHES RT36112 18 10d �14 1746 94139 SEMCO RTPGA836 16d 1736 9166 SIMPSON H3 (8) 8d 455 422 HUGHES HCLH 8 8d 325 94139 SEMCO RT12 (8) 16d 792 9166 SIMPSON ABU66 5/8" A.B„ (12) 16d 2300 422 HUGHES PA6X6 1/2" A.B., (16) 10d 1685 94139 SEMCO ABP66 1/2" A.B., (16) 10d 2160 SIMPSON HGUS26-2 (28) 16d 2000 499 HUGHES EHUH26-2-N 33 HN20A 2160 94139 SEMCO GHP26-D �28� 16d 2160 9166 SIMPSON HUS212-2 (20) 16d 2560 209 HUGHES EHUH210-2 (40) 16d,(16) 10d 2290 94139 SIMPSON HTT16 (18) 16d, (1) 5/8" BOLT 3480 393 SIMPSON MGT (22) 10d, (1) 5/8" BOLT 3965 432 SIMPSON MTT28B (24) 16d 4455 393 HUGHES WAM (24) 16d 4135 2894 SIMPSON HETA20 (16) 16d 1890 443 HUGHES HTA 20 (12) 10d 1968 94139 HUGHES HOT-2 (8) 10d, (2) 5/8" BOLTS 8665 94139 HUGHES WAL 50 (10) 16d 1800 2894 HUGHES USC4-8 (4)) 3/4" EXP. BOLTS 13840 HUGHES SHAG (4) 1/2 x8 J-BOLTS, 10560 �2 3/4" M.B. THRUBOLTS NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE HGUS26-2 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4" NAIL GUN TO FASTEN JACK TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) * - COMPLIANCE REPORT PENDING 1998 - CHANGE.M FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY 5MYTH LUM13ER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 kfvKKic,qNE 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, 4 REV. DATE E- y,E+ A OO F Mz wzowNm�z O�AW4 O O wA�wT�W�w O Hz�V�,71'R1E� C�2 co E'zEAc� E-+ cn MoEx-:"z`�� o WwaWwAz� w co q oz� xowo ExaHa cco o Q0 CD d� w � � c\j co ® O N c Z O O LO z P-i E- W Q E-� E- cat o 0 W � drawn by: HLJ checked by: GP date: W 30/02 sheet 24"06" FULL 5GALE 5Gale: II"'xl7" HALF 5GALE FLOOR TRU55 PLAN FLEVATION 2 o 0- WALL LEGEND SYMBOL DESCRIPTION 6-0" WALL A.F.F. A ," . v, "- v .- - - . ROOF TRU55 PLAN SCALE: 1/4" = 1'-0" NOTES: I. TRU55E5 MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS, 2. TRUSSES, OIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAGTURER5 UPLIFT GALGULATIONS, ANY GUE5TION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR GLIP SHOULD BE VERIFIED BY THE 5TRUGTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH SIDE) 1'49" TO 6-0" -.-I s' I.- ROOF EDGE 4'—{ �+ 3 HEADER 5TUD5 (EACH SIDE) 6-0" TO 12'-0" 4 HEADER 5TUD5 (EAGH SIDE) 12'-0" TO 15'-0" OO O 2 HEADER 5TUD5 REO. (1) FULL LENGTH 5TUD 5 HEADER STUDS RE0. (2) FULL LENGTH STUDS 4 HEADER STUDS RE0. (2) FULL LENGTH STUDS O RIDOE O O I I 4. BEARING WALL NAIL PATTERN: I. PLYWOOD: (FIELD) USE 80 NAILS 9 12" O/C, ® O r a 2 O 4' OR O.S.B. (E06E) USE 8D NAIL5 ® 6" OIG 2. GYPSUM: (FIELD) USE 50 NAILS @ 10" O/C OO ® OO (EDGE) U5E 51) NAIL5 @ 7" 0/G T 5. ROOF NAILING PATTERN: PLYWD OR OSB s I ZONE I - USE 8D COMMON NAILS (p cf" O/G ZO E GHART 2 ZONE 2 - USE 8D COMMON NAILS ® 6" O/C 3 ZONE 5 - USE 8D GOMMON NAILS g 4" O/G (0• 1/2" GYPSUM GEILINO: USE 5D NAILS (§ -P O/G -1. 2 1/4" X .151 PNEUMATIG NAILS MAY BE USED IN LIEU OF 8D GOMMON NAIL5. NAILED @ 5" O.G. EDGES 4 o 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF @ 16" O.G. UP TO 14'-0" HOT. INTERIOR LOAD BEARING WALLS ABOVE K-O" TO BE 2X4 #2 5PF ® 12" O.G. UNLESS OTHERWISE NOTED. q. TABLE 1-105.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS REV. DATE H ho q �z azo��„Ww w aco 4H � z a�C7�WF'E�.,O C7 r�Wwy" z o C2 �UW�xP'H E � E-4 Z q E E-+ Z c>~ 0 Z�E-ppwu w ,�zz�co � P"NW EW-�V�HZ q W z r>i hco� v� O . c0 1 HURRICANE BRAND TIE INTERCHANGAILITY MODEL SCHEDULE FASTENERS N W UPLIFT COMPLIANCE Q� SIMPSON MTS12 14 10d �14� 1000 413 F�-I V) co HUGHES RT18-TW 16d 1386 9142 SEMCO RTPGA1218-T (9) 16d 1360 9166 Q co SIMPSON HUGHES HETA20 TA20 (10) 10d 9 10d 1240 443 ® Q SEMCO TAP 12 �83 1 Od 1503 1 1 15 94139 9166 r V1 PL+ SIMPSON FIUS26 (S20)) 16d 1550 209 Z O HUGHES SEMCO EHUH26-N THD26 (20) 16d, (10) 10d (((18 6d, (12) 10d 1930 1285 94139 478 $� N SIMPSON META16 (12) 1 Od 1490 443 SIMPSON META22 FQ�I <� w (14) 1Od 1500 443 NAIL VALUES: HUGHES MS (8) 10d 950 9408A BASED ON "NATIONAL DESIGN SPECIFICATIONS HUGHES HWUH 4X12 (6) HN20a 5165 FOR WOOD CONSTRUCTION FROM 94139 TABLE 8.8c "NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" E-i CrJ (2) 1/2"X6" J-BOLTS ^ E�l 1 SIMPSON LSTA18 ((14) 10d 1055 NAIL SHEAR VALUE (ibs.)' 413 C"J ►� HUGHES RT14 (10) 16d 990 8d 103#1� 9142 10d � � SEMCO RTP18B12-F 6) 16d 895 121 9166 16d 149#�1 Q Z Q SIMPSON SP1 10 10d 5103 585 432 HUGHES TP4X 1Od 1465 94139 E--t SEMCO PBS22 �8) 10d 715 9166 a w SIMPSON SP2 (12) 10d 890 432 r Z HUGHES TP4X 10 10d 1465 94139 Q SEMCO PBS24 (12) 10d 1075 9166 F-r-1 tat SIMPSON SP4 (12) 10d 735 432 SIMPSON SP6 (12) 10d 735 432 SIMPSON SP8 (12) 10d 735 432 SIMPSON LSTA36 10d 1715 413 HUGHES RT36112 �26� 18 10d 1746 94139 SEMCO RTPGA836 14 16d 1736 9166 SIMPSON H3 (8) 3d 455 422 C> W HUGHES HCLH 8 8d 325 94139 ( 5EMC0 RT12 (8) 16d 792 9166 Q I a SIMPSON ABU66 5/8" A.B., (12) 16d 2300 422 �C HUGHES PA6X6 1/2" A.B., (16) 10d 1685 94139 SEMCO ASP66 1/2" A.B., (16) 10d 2160 * H SIMPSON HGUS26-2 (28) 16d 2000 499 HUGHES EHUH26-2-N 33 HN20A 2160 94139 SEMCO GHP26-D 28� 16d 2160 9166 SIMPSON HUS212-2 (20) 16d 2560 209 HUGHES EHUH210-2 (40) 16d,(16) 10d 2290 94139 SIMPSON HTT16 (18) 16d, (1) 5/8" BOLT 3480 393 SIMPSON MOT (22) 10d, (1) 5/8" BOLT 3955 432 SIMPSON MTT28B (24) 16d 4455 393 HUGHES WAM (24) 16d 4135 2894 SIMPSON HETA20 (16) 16d 1890 443 HUGHES HTA 20 (12) 10d 1968 94139 HUGHES HOT-2 (8) 10d, (2) 5/8" BOLTS 8665 94139 HUGHES WAL 50 (10) 16d 1800 2894 HUGHES USC4-8 4 3/4" EXP. BOLTS 13840 HUGHES SHAG 4 1 /2 x8" J-BOLTS, 10560 2 3/4" M,B. THRUBOLTS NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3 USE HGUS26-2 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) 4� USE (3) 16d OR (3) .131 x 3 1/4" NAIL GUN TO FASTEN JACK TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000L6 DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) * -COMPLIANCE REPORT PENDING FEB. 19. 1990 - Cr1,%GE.DWG 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 kfV,ff9lC,qNE 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, drawn 9: HLJ checked b/T Gp date: 1 /30/02 sheet 24"x5b" FULL 5GALE Scale: 11"Al" HALF 5GALE ROOF TRU55 PLAN —11-73 ELEVATION �e IA r200 2nd FLOOR ELE(f.,,TRIGAL PLAN REV. DATE F az0MWWW6 N o�"Wago 0 a W ��WoE=- c� E"'FA�-+E F pa R �ouz��0 v�pgA0 0vo�v� WwR'iW�WA W EE- 0 L) P" A o d Co to ►. L�,- Co Cl Ac''�t` O o Rai Z 0 ��cw� x w�� co xwv� �00 cat Z 0 a z 0 w H cr � H � O � a � � z as a drawn 4: HLJ checked by: Gp date: 1/50/02 sheet 24"x5b" FULL SCALE scale: II"xIT HALF SCALE OPTIONAL 2nd FLOOR ELECTRICAL PLAN i • REV DATE b"xb" THICKENED EDGE 26 6A. GALV. FLASHING: (1) 6-�10 6ALV. GOATING WALL BEYOND 3 I/2 CONCRETE SLAB (MIN. 2500 P.S.IJ W/ W/ I #5 BAR GONT. PRE-ENGINEERED TRU55 ®24" O.G. (2) MEETS ASTM A527 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) TRU55 U.N.O. EXPAN51ON JOINT OVER b-MIL VAPOR BARRIER 3 1/2" CONCRETE 5LAB (MIN. 2500 P.S.I.) W/ OPTIONAL 2x4 W/ (I) MT512 ®EA.(3) RE6ULAR POLYESTER bx6 10/10 WIRE MESH (OR W/ FIBER MESH) NON -BEARING WALL TYP. � _ _ _ - _ I (SEE "5-2" SHEETS FOR TRU55 PLANS) SEE ELEV. (4) 1.0/ 0.5 MILL. w/ PRIMER DRIVEWAY 3 " (SEE FOUNDATION PLAN FOR SLOPE) N I Q OVER 6-MIL VAPOR BARRIER 4r' - 32" PITCH (5) MIN. THICKNESS 0.0181 IN. SLOPE TO R/W � jo I (SEE FOUNDATION PLAN FOR SLOPE) 8 G.M.U. I _ COMP. SHINGLES OVER 15# FELT ua (5 TIERS MAX) �� �I�j�jjj (FELT: ASTM D 228 TYPE 1) (6) CHROMATE TREATMENT w . Q'v tl = � 1 ON 1/16" 05B OR COX 5HEATHIN6 �• - 3 q I Q "a - 4 - - -° m ,i1r,r II JJ� I 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ m -1Tf- „ -= ALUM. DRIP BEARING HT. 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) SEE ELEVATION a z o rwn a w H 7- Flo • _�I I Q v = OVER 6-MIL VAPOR BARRIER 1 1 a J I „. ALUM. R-30 IN w cn N 0a z _ 1 �- (2) VERTICAL #5 BARS ICJ- ° L"� (SEE FOUNDATION PLAN FOR SLOPE) a+ >+ q W _ _ _ ® CORNERS AND (1) #5 BAR 1! a i;. a I I FASCIA I/2" GYP BOARD o w x W o 0 11 I ° GLEAN COMPACTED � 3 " - ~ - ° T ® b'-O" MAX. GONNEGTIN6 - I . ' = DB paL' Gq E U c L L. 2 x4 TOP PLATE w ?. Z " TERMITE TREATED FILL �r �l i I_ I 'Tr TTT I -� GLEAN COMPACTED FOOTER TO THICKENED EDGE ,-I-I - j jJ� GLEAN COMPACTED 2X4 OR 2X6 SUB HEADER HT. 'w,s, w o'wM 0 CQ ib x8 FOOTER W/ - — - TERMITE TREATED FILL FASCIA SEE F :r� F '� TERMITE TREATED FILL I I r r 2 #5 BAR GONT. ' „'T 8"x8" THICKENED EDGE a I #5 BAR GONT. 8 I6"x8" FOOTER W/ :: ELEVATION SEE ELEVATION w H z w a ~ x I -4 W/ 1 #5 BAR GONT. I - #5 BAR GONT. 1-4 DBL. 2x12 HEADER w/ w E• W x c7 GARAGE DOOR REGE55 VENT. ALUM. c, 0 SOFFIT I/2 PLYWOOD FLITCH � � p o zo a E" q a DD C D DETAIL w rox wF v(REFER TO HEADER SCHEDULE) o q0 '0 fRA EDGE w0==S T T ICK N D DC ROOF SHINGLES: (I) MEETS ANSI/ UL 0, CLASS A, ASTM D3462, , ''zFOOTI G DETAIL A GARAGE DOOR J"��UL q9l/ ASTM 03161 w SCALE: 3/4" = r-o" SCALE: " -O" . wa:Voz SCALE . 'O gx��(3) MEETS UL R2453 PROGRAM a-qoWINDOW (SEE FLOOR PLAN m 2x4 STUDS ®I6 O.G. ' a FOR 51ZE d LOCATION) #2KD 5.P.F. MIN. 2x4 STUDS ® I6"O.G. bit G.M.U. #2KD 5.P.F. MIN. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE w/ REFER TO ELEVATIONS FOR FIN15H 1/2" DIA. x b" ANCHOR BOLT 2x4 P.T. BOTTOM PLATE W/ CO SLAB TO TIE BEAM TYP. i OR EXPAN51ON ANCHOR TO STUD/ SP4 ® 2x4 DBL TOP PLATE I/2" DIA. x 8" ANCHOR BOLT ''"1 ® EACH DOWN CELL. It 4" MAX. A/G CHASE 2"x2"xl/8" WASHERS LOCATED EVERY OTHER STUD TO STUD/ SP4 ® �+ OR EXPANSION ANCHOR w/ EVERY OTHER STUD MARBLE SILL r-+ (SEE FLOOR PLAN FOR ,I� (SGHD. #40 PVG MIN.) WITHIN b" OF EACH CORNER 2"x2"xl/8" WASHERS LOCATED FILLED CELL LOG.) THROUGH FOOTING 32" O.G. MAX. ELSE WHERE " I -,co WITHIN 6 OF EACH CORNER 4 32" O.G. MAX. ELSE WHERE R-II INSULATION A #5 DOWEL W/ 12" HOOK I�' „ ICI 3 1/2 CONCRETE SLAB BOTTOM PLATE TO STUD/ �: 1/2" 6YP BOARD 0 d 25" LAP MIN. ' #5 BARS w/ 25" MIN. LAP 3 I/2 CONCRETE SLAB (MIN. 2500 P.S.IJ W/ bxb 10/10 5P4 ® EVERY OTHER STUD BOTTOM PLATE TO 5TUD/ W ' d' I�' A5 SHOWN/ FILL CELLS SOLID (MIN. 2500 P.S.I.) W/ bxb 10/10 1/I6" 05B SHEATHING 1:3,,I WIRE MESH (OR W/ FIBERMESH) 5P4 ® EVERY OTHER STUD „ F'' S" G.M.U. ii1 OVER 6-MIL VAPOR BARRIER WIRE MESH (OR W/ FiBERMESH) 2x4 STUDS ®I6 O.G. '� X Q FIFE THROUGH fTG. OVER 6-MIL VAPOR BARRIER VARIES ,: :: � � U�, � (SEE FOUNDATION PLAN FOR SLOPE) 2x4 BASE PLATE FASTENED BASE TRIM A5 SPEC.-+ �1 W/ 2-12d NAILS ® 12" O.G. O E, Z N v - - 3 PL I I j . _ ° A l �- ° - 4° 3� L5TAIb ® EVERY /4 YWODD T� G SUB -FLOOR x w G-I' I I 3 " r -.- - a aa. DECKING GLUED AND NAILED �4 a I FIN15H 6RADE 1� - _ _ ` t OTHER STUD Ilb �I) � �.��- � � II--- II � � rn � - -III—I 2"x4" GONT. RIBBON BOARD E-� w m „ , FASTENED W/ 3-I0d NAILS " „ E-I z t'. 3 1/2 CONCRETE SLAB (MIN. 2500 P.5.1.) W/ 20 xl2 FOOTER W/ I' -bit GLEAN COMPACTED �;,� I11="','-T � �� FASTENERS AT EACH FLOOR J015T O O � � - - - - bxb 10/10 WIRE MESH OR W/ FIBER MESH) 20"AZ' FOOTER W/ ,, 3 #5 BARS GONT. TERMITE TREATED FILL GLEAN COMPACTED I'-8" Z O (SEE FOUNDATION PLAN FOFZ SLOPE) TERMITE TREATED FILL PRE-ENGINEERED FLOOR _ 3 #5 BARS GONT. d' c•1 = a Iy a - OVER 6-MIL VAPOR BARRIER TRU55 24O.G. " c\2 a w GLEAN COMPACTED I6"xb" FOOTER W/ I - II'-4" TERMITE TREATED FILL (I) METAI6 ® 1/2" 6YP BOARD O 2 #5 BAR GONT. EVERY FLOOR J015T ►� INTERIOR BEAfig'INCB WALL LTG. DETAIL OFFSET 8EARINCB WALL FTG. DETAIL (U.N.O.) LINTEL BLOCK N 1 #5 ROD a" CURB FOOTING DETAIL AT GAFRAGE � � HEADER HT. OgL D SCALE: 3/4" I'-O" CD SCALE: 3/4" = 1'-0" 5C-ALE: 3/4" = I'-O" SEE ELEVATION = PRECAST HEADER W/ 1 #5 ROD z 0 FT6. W/ (3) #5 E, a III I - 3 1/2" GONG. - WINDOW (SEE FLOOR PLAN cr 111 FOR 51ZE d LOCATION) #5 REBAR TYP. SEE ELVATION II II 11 � FOR FINISH GONG. FILLED CELLS W/ II 11 I) I # 5 BAR VERTICAL MARBLE SILL ~ 1:1 E/ BENT BAR W/ 25" LAP E.W. TYP OF 3 PRECAST SILL R-4.2 FOIL E ..I w OEJ F� I'-O" p p p /� 1/2" 6YP BOARD OVER ' �--�'� C O INN E i� 5 A IR DETAIL I #5 BAR VERTICAL IN �r GONG. FILLED CELL FROM 3/4" P.T. FURRING N.T.5. SLAB TO TIE BEAM TYP. „ „ GONG. FILLED CELLS W/ ® EACH DOWN CELL. ,i v 8 G.M.U. I # 5 BAR VERTICAL GONG. LINTEL (SEEFILO DR PLAN ELL LOG.) H BASE TRIM A5 SPEC. ` BLOCK FILLED I -4 2 _O 8 W/ (I) #5 a'i 4" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ #5 DOWEL W/ 12" HOOK ill' bxb 10/10 WIRE MESH (OR W/ FIBER MESH) ! 8 25" LAP MIN. OVER 6-MIL VAPOR BARRIER „ „ PRECAST GONG. GMU COLUMN Ii GMU COLUMN LINTEL GONG. lil CID FILLED W/ I #5 BAR -O CHAIR BLOCK (W/ (1) #5 , " Q� FIN. FL. O ,1� �I, 5 DOWEL W/ 12 HOOK I - - - . #5 DOWEL W/ 12" HOOK ' I I I # III WHEN 5 TIERS OR GREATER ii �. �- a` -27 - m 4 25" LAP MIN. ,il ill 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) N 4 25" LAP MIN. ,ii 3 1/2" GONGRETE 5LAB (MIN. 2500 P.5.1) W/ UP TO Ib' (NON -BEARING) USE 1� j I'i i'1 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 111 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 1 #5 IN HEADER. I6BEARING i II 1 Iil. 11, OVER b-MIL VAPOR BARRIER ,It OVER 6-MIL VAPOR BARRIER AND Ib' USE 2 #5 BARS IN HEADER. Ip 0 FIN15H GRADE SEE ELEVATION FOR FINISH M ==F iii (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH 111 (SEE FOUNDATION PLAN FOR SLOPE) GARAGE DOOF� HEADER DETAIL li' � I-I_I' GLEAN COMPACTED FINISHED GRADE1 FINISHED GRADE iii z I1 TERMITE TREATED FILL N.T.S. , Ai III, 11 a t, - - - - a°. a tt 20 XIO FOOTER W/ a= � 3 � ,Iva.► 3 iv I, .. :: ,: II----�� - �' r - - — - - #5 ROD IN FILLED CELL - ' A F--� 'G v " a 1' —I Tr I /.I' v G e ° =--_ (3) #5 BAR GONT. TIED TO GONT. ROD IN 4.1 FOOTER d LINTEL ROD ABOVE (10 MIN. HOOK) II -8 a v_ GLEAN COMPACTED --- _--- .. 1 GLEAN COMPACTED I I " II -III= fi ifV=' � I j TERMITE TREATED FILL ( II�II=I � I RMITE TREATED FILL ���I��� ��O S�O Cpp�M O� Q,I ��I I draNln %: _ R I I� ER a U UJ LL SECTION CD 2'-0" ,: " 2 -0" 11 SCALE: 3/4" = I'-O" checked by: GP 24 x24 xlb SPREAD FOOTER 24 x24 Ab„ SPREAD FOOTER H/ 3 #5 BARS ® 6" O.G.E.W. W/ 3 #5 BARS ® 6" O.G.E.W. date: 311102 "v9K1CiqNE Sheet 24"06" FULL 5GALE MULTIPLE COLU1uIN FOOTING DETAIL SINGLE COLUMN FOOTING DETAIL I ENGINEERING sca1e:11"xi?HALF 5GALE C D " " C . :: 1 #5 BAR GONT. (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND KALL SCALE: 3/4 = I -O 5CALE: 5/4" = I -O P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 DETAILS THOMAS J. ANDERSON PE# 47819 TIE 5TEF DOWN THIS 20 M.P.H.0R DESIGNED E 3 SECOND GUST WIND LOAD REQUIREMENTS EXCEED REMEN S N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION. t- A 12002 I I EXIST. FLOOR SYSTEM AND FLOOR STRAPPING TT — i DRILL 6" INTO EX15T. LINTEL,---'� EPDXY d DRIVE #5 t BEND ti VERT., 25" LAP REOV. NOTES:.IN5ERT DOWELS VERTIGAL AND STRAIT WHEN NO WALL SPLIT FACE OF 6LOGK ® 2R3/f4 NHOLE, BLOW OR BRUSH PROP. FILLED CELL LOG- ATION. (TYP) ' GLEAN 3. 2 PART EPDXY OR ' ENGINEER APPROVED EQUAL I (eq. SIMP50N 5ET-KIT, SET PAC) I DRILL 6" INTO EXIST. FT6.,— EPDXY d DRIVE #5 d BEND VERT., 25" LAP REOV. Lt_s_ MONO 5L A5 MISS D DOWEL DETAIL N.T.S. (2) MT512 a TOP PL U.N.O. (5EE "5-2" SHEET TRU55 PLANS) #2 5.Y.P. P05T(5) UNDER HIP 61RDER5 (U.N.0) BLOCK UNDER #2 5.Y.P. TO L :E "5-2" 5HEET5 FOR GONNEC 0 (USE (2) MT512 TO ANGH( TO FLOOR TRU55 GIRDER U (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) W/ 2"x2"xl/8" WASHERS SPACED EQUALLY. TOP d BOTTOM BOLTS WITHIN 12" OF TOP 4 BOTTOM OF WALL GONGRETE FILLED CELL W/ #5 BAR FOR REINFORCING SEE PLAN 4 WALL SECTIONS. 6" CONCRETE BLOCK (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) W/ 2"x2"xl/8" WASHERS 5PACED EQUALLY. TOP $ BOTTOM BOLTS WITHIN 12" OF TOP d BOTTOM OF WALL. 2x4 WALL A5 5PEG. IN PLAN 2x4 P.T. BOTTOM PLATE IN — L 1/2" DIA. x 8" ANCHOR BOLT OIR EXPAN51ON ANCHOR w/ 2"x2"'AV WASHERS LOCATED WITHIN 6" OF EACH CORNER 4 32" O.G. MAX. ELSE WHERE LOAD-5EARING FRAME WALL CONNECTION TO MASONiR� WALL DETAIL N.T.S. I I 2nd FLOOR EXTERIOR FRAME WALL AND OPENING N.T.5. (2) 5P4 ® TOP OF HEADER (1) PER HEADER JACK A5 REQ'D (1) 5P4 ® TOP t BOTTOM OF EVERY OTHER FULL LENGTH WALL STUD DOUBLE TOP PLATE 1/16" 055 EXTERIOR 5HEATHIN6 (REFER TO SHEAR PANEL WALL DETAIL FOR NAIL SPACINGS) 2x4 #2 5.P.F. STUDS ® 1600.6. L5TAI8 a TOP rf BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D 2x4 BOTTOM PLATE ON 3/4" T. d 6. DEGKIN6 5P4 ® TOP $ BOTTOM OF CORNER P05T EACH 51DE LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FASTENERS AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 w/ METAI6 ® EACH FLOOR TRU55 d 8-8d NAIL5 OVER PLYWOOD TO TRUSS 2x4 PT NAILER TOE NAILED TO FLOOR TRU65. (5EE PANEL ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK W/ 1 #5 ROD 2x, LINTEL BLS EXIST. FLOOR SYSTEM I TT-- (1) L5TA24 OR EQUIV. W/ (4) TAPGON5 3/16" X 2-1/2" ® 2" 0/0 MIN. LINTEL MI55ED LINTEL 5TRAF DETAIL FOR FLOOR TRU55 TO LINTEL N.T.S. i/16" 05135HEATHIN6 L5TAI8 ® TOP 4 BOTTOM OF HEADER JACK (1) PER HEADER JACK A5 REQ'D LET -IN 2"x4" GONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FA5TENER5 AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 w/ METAI6 ® EACH FLOOR TRU55 d 8-Sd NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) SECTION s JAME3 OF: OI=ENINCH 2nd FLOOR N.T.5. ° ° ° ° 0 ° 0 ° ° 0 ° ° ° 6" 2x4 BLOGKING ® HORIZONTAL JOINT w/ Sd NAILS ® 6" O.G. EACH 51DE OF JOINT ° —0 6" 0 0 ° O NAIL 5PAGIN6 12" D.G. ° O ° 0 0 0 o o o o 0 0 0 0 0 o 0 51 N&LE NAIL EDGE 5PAG I NG 2x4 STUD 1/16" 0.5.13. 5HEATHIN6 JOINT NAILING PER SCHEDULE 2x4 BLOCKING PLACED FLATWI5E (2) I6D NAILS EA. END (NOT REQ'D AT HEADERS) HORIZONTAL JOINT DETAIL FANS L ATTACHMENT DETAIL N.T.5. I DATE r~ D �zO Wm W N wz O�0WW..4 WA�WwWaarW o H FH ��WpvWjdA� U' '.• �o N� FZ U rik 0 R EF" iA O d c0 di co P4 c\j CrJ A co • a &.'40�r o N�,v 0 P r -, O N P co co okco Zoo ►f� E-i Z O a I z o w EXIST. FLOOR 5Y5TEM AND FLOOR 5TRAPPIN6 TT p m' I DRILL 6" INTO EXIST. LINTEL,--� EPDXY 4 DRIVE #5 4 BEND ti ' VERT., 25" LAP REOV. ' NOTES: W I. INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL PRESENT GLEAN HOLE, BLOW OR BRUSH SPLIT FACE OF BLOCK 3. 51MP5ON ET EPDXY OR PROP. FILLED ATION. (T�- ) ' ENGINEER APPROVED EQUAL (eq. 51MP50N 5ET-KIT, SET PAG) ►--� ALTERNATE LOCATION ' OF FOOTING DETAIL IN FILLED CHAIR BLOCK i N I DRILL 6" INTO EXIST. FTC., EPDXY 4 DRIVE #5 4 BEND \ ' VERT., 25" LAP REG-D. i • • Q M---1 STEM WALL 1" iI55ED DOWEL DETAIL ^�^ F--1 N.T.S. drawn checked by: GP date: 511102 lmV99lCjqNE 5heet 24"x3b" FULL 56ALE rENGINEERING Scale: VAT HALF 5GALE 774-9003 FAX: (407) 774-8477 FOUNDATION d 161613 ALTAMONTE SPRINGS. FL 32716 FRAMING DETAIL5 HOMAS J. ANDERSON PE# 47819 0 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. CD2 AU 2002 REV. DATE ROOF 5HINGLE5: (1) MEETS ANSI/ UL 1q0, GLA55 A, A5TM D3462, UL qql/ A5TM 03161 (2) SECURED IN/ (4) NAILS EA. _ _ — _ PRE-GA5T GONG. LINTEL COMP. 5HIN6LE5 OVER 15# FELT (3) MEETS UL R2453 PROGRAM — � — w/ I #5 REBAR (SEE LINTEL SGHED) (FELT: A5TM D 228 TYPE I) ON 1/Ib" 05B OR COX 5HEATHING 26 GA. 6ALV. FLA5HING: (1) G-q0 GALV. GOATING (2) MEETS A5TM A521 I L= — -- — _ _ _ — _ _ — PRE-ENGINEERED TRU55 ® 24" O.G. (3) REGULAR POLYESTER W/ (I) META22 ®EA. TRU55 U.N.O. (4) I.O/ 0.5 MILL. w/ PRIMER (I) MT512 EA. ®TOP PLATE � E' a o z (SEE "5-2" 5HEET5 FOR TRU55 PLANS) SEE ELEV. (5) MIN. THICKNESS 0.0181 IN. U.N.O. ( SEE "5-2" 5HEET5 FOR w z o w m PITCH (6) CHROMATE TREATMENT TRU55 PLANS) a �, a w N z IX OR 2X P.T. BUCKS TYP. (2) MT512 ® TOP PLATE NAILED TO HIP GIRDERS w � � � � E» � � o I WINDOW OPENING I I AND HEADER U.N.O. TRUSSES E�D jWrap w cq ALUM. DRIP BEARING HT. I I PRE-GA5T GONG. LINTEL SEE ELEVATION (� (2) 5P4 ®TOP OF HEADER w w a x w/ 1 #5 REBAR (SEE LINTEL 5GHED.) (I) PER HEADER JACK AS REQ'D � � v � z R-30 INSULATION ALUM. I/2" GYP BOARD — — — — — x o 0 0 m cn 0 Ugd� FA5GIA '— _ — — "_ — wa zz�00 0 SEE e�. LINTEL BLOCK IW 1 #5 ROD 2X4 OR 2Xb SUB ELEVATION HEADER HT. gk w Ix FASCIA SEE ELEVATION l I I �wwa�oz II ►�+Fr,C40 �.0E PENT. ALUM. PRECAST HEADER W/ 1 #5 ROD I DOUBLE TOP PLATE E+ o m o II IX OR 2X P.T. BUCKS TYP. ( HEADER (U.N.0) SOFFIT DBL. 2x12 #2 S.Y.P. W/ I/2" FLITCH (REFER TO HEADER SCHEDULE) WINDOW (SEE FLOOR PLAN DOOR OPENING to to FOR 51ZE d LOCATION) III GONG. BLOCK WALL FILLED w/ (2) #2 5.Y.P. W p� I 1 #5 REBAR GONT. FROM FND. HEADER JACKS SEE ELEVATION ( TO BOND BEAM t� II I (I EACH SIDE A FOR FIN15H II 2x4 #2 5.P.F. STUDS MARBLE SILL ® 16" O.G.'' O PRECAST 51LL R-4.2 FOIL w Z V FULL LENGTH O � I/2" GYP BOARD OVER WALL STUDS L5TAI8 0 TOP d BOTTOM O Z I #5 BAR VERTICAL IN 3/4" P.T. FURRING GONG. FILLED CELL FROM �. � • OF HEADER JACK 5LA13 TO TIE BEAM TYP. Ip " (1) PER HEADER JACK A5 REO'D � W A'' `"'1 co ® EACH DOWN CELL. ,a 8 G.M.U. UJINDOl1� AND DOOI<' ANCHORING 1=0R MA50NRY/ FRAME (5EE FLOOR PLAN FOR III BASE TRIM AS SPEC. co FILLED CELL LOG) " E-+ III N.T.S. NOGO REG'D 2x4 BOTTOM PLATE II, 3 1/2" CONCRETE 5LAB (MIN. 2500 P.5.1.) W/ ON 3/4 T. d G. DECKING �'in #5 DOWEL W/ 12" HOOK lii bxb 10/10 WIRE MESH (OR W/ FIBER MESH) I. NOTE: THESE REOUIREMENT5 APPLY WHEN HINDOW/ DOOR MANUFAGTURERS FASTENING METHOD 15 NOT 5PEGIFIED) Z o d 25" LAP MIN. I� OVER 6-MIL VAPOR BARRIER ( O'-O" FIN. FL. CHAIR BLOCK (W/ (1) #5 a WHEN 5 TIERS OR GREATER . — �--'� II LET -IN 2"x4" GONT. RIBBON BOARD O LICKS FOR UJINDOW5 AN 00 5 FT 2X 5UCK5 FOR WINDOW5 AND DOORS FASTENED W/ EACH NAILS a II ET IX B � FASTENERS AT EACH FLOOR J015T FINISH GRADE il. (ALTERNATES II .a 1) NAIL W/ .IOq DIA OR HEAVIER POWER NAILS II•, yl il" GLEAN COMPACTED 8" O/G AND 3" MAX. FROM ENDS TYP. WITH 1) INSTALL 3/Ib" DIAMETER SELF TAPPING GONG. z i f TERMITE TREATED FILL I" MIN. EMBEDMENT INTO BLOCK. PRE-ENGINEERED FLOOR TRUSS w/ p ANCHORS EIGHT (8) INCHES MAX. FROM EN05 META1(b ® EACH FLOOR TRU55 4 W _ — <II AND 24" ON CENTER MAX. WITH I" MIN. EMBED. 8-Sd NAILS OVER PLYWOOD TO TRU55 � a N I I I — 4 �L___ 2) FOR FASTENING WINDOWS AND DOORS TO 5UB5TRATE INTO BLOCK. 9 1 (5EE MANUFACTURERS 5PEGIFIGATION5) 2x4 PT NAILER TOE NAILED r` TO FLOOR TRU55. (5EE PANEL E" Ib"x8" FOOTER W/ — 1 I'-4" 2) FOR FASTENING WINDOWS AND DOORS TO 5065TRATE ATTACHMENT DETAIL FOR NAILING) 2x4 BLOCKING ®LSTAIS 2 #5 BAR GONT. (5EE MANUFACTURERS SPECIFICATIONS) d 8-Sd NAILS OVER T Y F I C A L 5 II CM U WALL 5 E C T ION LINTEL BLOCK N 1 #5 ROD CD 3 (USE (2) MT512 TO ANCHOR h--1 = 1'-O" TO FLOOR TRUSS GIRDER U. SCALE: 3/4" ) W 2n01 FLOOR EXTERIOR PRAMS W,4LL FOR RADIAL FRAMING AND OFEN I NCB UNDER H I I G I IRD E IR, H USE 2X4's ® 8" O.C. MAX. SPACING USE 2) 2X's IN ABSENCE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTING USE 8d NAILS . 5 O.G. MAX N.TS. ( PRE-GA5T GONG. LINTEL BEARING WOOD OR CONCRETE HEADER 1/Ib" 0.5.B. SHEATHING 2X P.T. BUCKS TYP. W/ 1/Ib" O.S.B. SHEATHING Q� 2X BLOCKING W/ 8d NAILS ® 16" O.G. P.T. 2X's FOR MASONRY GONG. BLOCK WALL FILLED w/ 2xIO OR 10" TJI 1 #5 REBAR GONT. FROM FND. FLOOR J015T ® 12" O.G. TO BOND BEAM (TYP) FOR PERIMETER NAILING 3/4" GDX T+IG DECKING 16d NAILS ®2" O.C. EA. END TYP. I) PRE-ENGINEERED INTO 5UB-STRAIGHT FLOOR J015T h-4 THROUGH SHEATHING WINDOW OPENING GONNEGTING 2X HEADER TO 2X BUCKS I " ® 24" O.G. E...� USE 8d NAILS a 12" O.G. II 6-0" MAX. �^^ TRAN51TION FROM IX TO 2X P.T. BUCK FOR MA50NRY OPENING5 F� WINDOW OPENING Y USE (1) MT5M20 W/ 10-d NAILS TRAN51TION FROM IX TO 2X P.T. BUCK FOR MA50NRY OPENINGS O I' 1 I I' JOIST AND (4) 3/16" X 2-I/2" ALTERNATE WINDOW HEADER TAPGONS 2" O.G. MIN. @ MASONRY MASONRY WALL RAD I A� FRAMING FOR I,UINDOUJS �' OPENING INCH draNn by: _ INSIIDE MA50NR PE checked mm�GP N.T.S. N.T.S. MIS.- SAD STRAW DETAIL FOR vi V date: 3/1/02 C ON �I'FLOORJOIST T I V KR1 CAN, Sheet 24"Ob" FULL SCALE NOTE: (FOR MA5ONRY OPENINGS U5E 2X E3UGK5) A L '' II II ENGINEERING Scale: ""x"" HALF 5GALE I INSTALL 3/I6" DIAMETER SELF TAPPING GONG. TO M A 5 ON RY W A L L (407) 774-9003 FAX: (407) 774-8477 FOUNDATION d P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 FRAMING DETAILS ' THOMAS J. ANDERSON PE# 47819 ANCHORS EIGHT (a) INCHES MAX. FROM EN05 N.T.5. AND 24" ON CENTER MAX. WITH I" MIN. EMBED. 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 EDITION, CD3 12002 LINTEL BLOCK W/ (1) # 5 ROD PRE-ENGINEERED TRU55E5 META22 /_ META22 c� ;. 5EE PLAN MAX. FROM r " ■ IF NON -LOAD 5EARINCB FRAMED OPENING 5ETWEEN M,45ONR—T- NTS PRE-ENGINEERED TRU55E5 META221 1 /--- MT5121 1---7 11 /-- META22 8" GMU Ltt HEADER Lt3 -- LINTEL BLOCK W/ DBL. 2X #2 5.Y.P. W/ 112" FLITCH ' (1) # 5 ROD (REFER TO HEADER 5GHEDULE) ".:. 5EE PLAN 8" GMU (1) HUG HANGER ® EA. END POURED FILL CELL LOAD BEARING �4EADER CONNECTION TO MA50NRY DETAIL NTS TOP OF MA50NRY LINTEL BLOCK W/ (1) #5 BAR GONTINUOU5 MA50NRY WALL OU5 8" GONG. —I >CK WALL FILLED GELL5 W/ BAR - 25" LAP MIN. — 'ILA5TER CELLS 4 _"K INTO WALL LINTEL 8"xlb" PILASTER REM 8 LINTEL BLOCK W/ (1) # 5 ROD L J II II I F L J F -1 L, J II \!llo F-1 F--1 L41 F --1 8 L.J r �- -i 8"x8" PILASTER GONG. FILLED GELL5 W/ (1) #5 BAR - 25" LAP MIN. INTO PILASTER GELL5 d 'IED BACK INTO WALL LINTEL — MA50NRY PILASTER GONG. FILLED GELL5 W/ (1) #5 BAR VERTICAL v MA50NR"" PILA5TER TIE TO I„A5ONR Y WALL DEVIL N.T.5. PRE-ENGINEERED TRU55E5 META22 l— P.T. 2X's ON MA50NRY —� _ IMF \� i• NAIL 5EE PLAN r i r, r I w— r NON -LOAD SEARING ARCHED FRAMED OPENING BETWEEN M45ONRY NTS r META22 all GMU VKKI C4 E ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 THOMAS J. ANDERSON PE# 47819 (11 REV. I DATE F �E oawa xz wzo�NmFcn O�AWp�,`40�0 W'3�WF�iU O WA� oF W�z FO x c E- L_ U � F pq FWPa a C�'3 o��z Fq �xAxL) rn OF pa . E-4 7 L) wm�QA� WA"'7� fA 44 a o OOU'"�S~� E VO.94 cz >cco c co � o W Z �� 0 0 o wa�� co tn,�,� ir Z d� L T cv o x a z 0 a �I I� H a V) W A C 0 H A O drawn by: _ checked by: c date: 311102 Sheet 24"x3b" FULL 5GALE Scale: 11"Al" HALF 5GALE FOUNDATION 4 FRAMING DETA►L5 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 CD4 " 1/I6" O.5.B. OR G.D.X. ROOF SHEATHING 7/I6" 0.5.B. OR G.D.X. ROOF 5HEATHIN6 REV. DATE 5EE ROOF NAILING 5GHEOULE SEE ROOF NAILING 5GHEDULE t PRE-ENGINEERED 2x4 BLOCKING ® 48" O.G. MAX � GABLE TRU55 2x4 BLOCKING ®48 O.G. MAX FIRST 3 TRU55 BAYS FIRST 3 TRU55 BAY5 15# FELT 2x4 DIAGONAL BRACING a 46" O.G. 2x4 DIAGONAL BRAGING ® 4b" O.G. 1/2" DIA. "J" ANCHOR BOLT 2x4 a 48" O.G. N/ A345 Ib" MAX. TO 3rd. TRU55 (START DIAL. 2x4 ® 48" O.G. W/ A34's I6" MAX. TO 3rd. TRUSS (START DIAL. ® 32" 0.6. MAX. EMBED 4" MIN. CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING b' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING b' FROM END OF TRU55) - - - J W/ 2"x2"A/8" NA5HER5 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS E,, A o 2x4 GONT. U5E 4-12d NAILS AT GONNEGTION5 D E; 7/Ib" 0.5.13. DRIP EDGE - DRIP EDGE z o Ch w owa H pa SHEATHING 2"xb" P.1f. PLATE U.N.O. 1 - TRUSSES ALUM. FACIA '� o �" W a w o o ALUM. FAGIA a •� �� � ®24" O.G. ��� �E,�U o Ibd NAILS ® 12" O.G. VENTED SOFFIT VENTED SOFFIT i z C '< ` - (TYPICAL) - S. OR C.D.X. GABLE SHEATHING I \ / TRU55E5 „ „ F W 7/I6" 0.5.5. OR G.D.X. GABLE 5HEATHING A A - - "H:: 7/16 O.S.B. ., 8"xO" LINTEL BLOCK - W 8d RING SHANK NAILS ®4" O.C. n ®24" O.G. H to z A E" FLASHING TIE BEAM GONG. FILLED W/ 8d RING SHANK NAILS ®4 O.G. / w w A w w Rio x w/ 2' #5 DIA. RODS GONT. ON EDGES AND 12" O.G. IN FIELD ( ON EDGES AND 12" O.C. IN FIELD A , i (TYPICAL) o v z A (� WIRED 4 1/2" APART ,: „ VAULTED TRU55E5 " \ a Z U a.4 METAI6 � - 2x4 MEMBERS ®24 O.C. NAILED 1 I/2 GYP BOARD ®24" O.G. (TYPICAL) GABLE END TRU55 REINFORCING 2x4 MEMBERS � 16 O.C. NAILED � i � � � o r~ o hJ/ 25" MIN. LAP 24" O.G. MAX. TO TRU55 W/ lbd 0 b O.G. I 2x's NAILED TO VERTICAL WEB TO TRUSS W/ 16d ®6 O.C. i w a z z o 0 - - 2x4 FIRE BLOCKING ,� " ,� - - - - - - - --� - - - - - - a w J U5E 2x6 MEMBERS WHEN "H" > b'-0" _ _ _ _NAIL_2-16d EA. 2x4 BLOCK w/ Ibd NAIL5 ® b" O.G. USE 2x6 MEMBERS WHEN H > 8 -0 W a A z U 4 I/2" GABLE END TRU55 - - 3-Ibd NAIL5 ® EACH GABLE END TRUSS - 2x4 KNEE WALL ® 24" O.G. TRU55 PER BRACE w a o N - OUT5IDE " ,, 16d NAILS 0 12" O.C. „ w oa o C r~ REFER TO ELEVATION - - Ibd NAIL5 ® 12 O.G. 2x6 P.T. PLATE GONT. Ey to FOR FINISH - - (2x4 5TUO MATCH VAULT) TRU55 NAILS EACH o o X W/ I/2 ANCHOR BOLTS TRU55 PER BRACE � METAI6 ALONG GABLE TRU55 ii 2xb P.T. PLATE GONT. W/ 1/2" ANCHOR BOLT5 ii ®32" O.G. W/ 4" EMBED 1/2" GYP BOARD METAI6 ALONG GABLE TRUSS a " " ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"x1/8" WASHERS " �� W/ 2 x2 xl/8 WASHERS ® 24" O.G. MAX. W/ 7-IOd NAILS II X ®24 O.C. MAX. W/ 7-10d NAILS OR 1/4" x 3" GALV. LAG BOLT5 ® 160 O.G. ,� OR 1/4" x 3" GALV. LAG BOLTS 0 16" O.C. „ LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. �p LINTEL BLOCK W/ 2 #5 DIA. R005 GONT. co REFER TO ELEVATION5 FOR FINISH REFER TO ELEVATIONS FOR FINISH d' EXI5TIN6 VERTICAL co L/I Cq . TRU55 WEBS ? Cq co CABLE ENDWALL DETAIL GA5LE ENDWALL A W DETAIL 6ECTION A -A TAI AT MA5ONR`' WALL w ►-� � 1~I>�50NR�' WALL TO C�4BLI= AND LL FOR VAULTED CEILING INCH �T M,�50NR�' WALL DI= L w Cn SCALE: N.T.5. SCALE: 5/4" = 1'-0" N T S O SCALE: 5/4" = 1'-0" o��� 7/Ib" O.S.B. OR G.D X. ROOF 5HEATHING 7/I6" O.S.B. OR G.D.X. ROOF 5HEATHIN6 O E-4 Z 5EE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE W „ 2x4 BLOCKING ® 48" O.G. MAX ►� �, ,� 2x4 BLOCKING ®48 O.G. MAX � FIRST 3 TRU55 BAY5 FIRST 3 TRU55 BAYS 2x4 DIAGONAL BRACING ® 48" O.G. 2x4 DIAGONAL BRACING ® 48" O.G. E-` E-,-+ n 2x4 ® 48" O.G. W/ A34's Ib" MAX. TO 3rd. TRU55 (START OIA6. 2x4 ® 48" O.G. W/ A34's 16" MAX. TO 3rd. TRU55 (START DIAL. GY Z CO CONNECTED TO TRU55 MAX. 2xb GONT. OR BRACING 6FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING b' FROM END OF TRU55) O O r� 2x4 CONT. T - U5E 4-12d NAILS AT GONNEGTION5 2x4 GONT. U5E 4-12d NAIL5 AT GONNEGTION5 ir Zb DRIP EDGE L LINTEL DRIP EDGE ALUM. FACIA VENTED SOFFIT -- --- �� ------.Ar-+ ��..--- -- -�- ------ ALUM. FACIA \�`\W PREGA5T HEADER - i i O • \ � � i � ---- DOOR TRACK VENTED SOFFIT i x "1 01 � i TRU55E5 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRU55E5 7/16" O.S.B. OR C.D.X. GABLE SHEATHING a W/ 8d RING SHANK NAILS SHEATHING O.C. >` '�� ® 24" O.G. W/ 8d RING SHANK NAILS 0 4" O.C. , >` �� ® 24" O.G. (TYPICAL) ON EDGES AND 12" O.C. IN FIELD i (TYPICAL) ON EDGES AND 12" O.C. IN FIELD i \ � i \ -- --- ------ -�- -'c- 2 X 8 (PT) PLATE EACH GABLE END TRUSS - GABLE END TRUSS SIDE OF DOOR OPENING 16d NAILS ®12 O.C. (1) HGAIO ® 48 O.G. ON TOP 16d NAILS 0 12" O.C. (I) HGAIO ® 48" O.G. ON TOP PLATE BEHIND GABLE TRU55 3-Ibd NAIL5 ®EACH PLATE BEHIND GABLE TRU55 3-Ibd NAIL5 ® EACH a L5TAI8's ALONG GABLE TRU55 „ " TRU55 PER BRACE L5TAI8's ALONG GABLE TRU55 DOUBLE 2"x4" TOP PLATE TRU55 PER BRACE H (4) 1/2" AB-7" LG. DOUBLE 2x4 TOP PLATE ® 24" O.G. MAX. W/ 10-IOd NAIL5 I/2" GYP BOARD ®24" O.G. MAX. W/ 10-I0d NAILS I/2" GYP BOARD ® EA. DOOR TRAGK W21150. WASHER 4' NUT REFER TO ELEVATIONS FOR FIN15H:7� DBL. 2x12 BEAM E AT FILLED CELL REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST I'-O" BELOW OR ABOVE I/2" FLITCH PLATE ENDWALL PLATE. U5E 2"x4" BLOCKING FLAT WAY5 AT JOINT. POCKET INTO 2X4 WALL OR 7/I6 055 5HEATHING 2"x4" STUDS ®Ib' O.G. (1) PG GAP5 leBEAM TO P05T P.T. P05T (5EE FLOOR PLAN FOR 1/2" DRYWALL SIZE, LOCATION 4 FIN15H) i G45LE ENDWALL DETAIL W1 FRAMED � GA5LE ENDWALL DROF'fi ED HEADEfR Ofi ENINr-:x . GARAGEDOOR IDETAIL AT FRAME WALL -- 11'fOUNT DETAIL TR�IC�K D � SCALE, 3/4" = I'-O" SCALE: 3/4" = I'-O" N.T.S. H (I) 5P4 EVERY OTHER 5TUD W/ 10-I0d NAIL5 LSTA18 ® SEE 5-2 5HEET5 FOR TRU55 PLANS I DOUBLE TOP PLATE TOP 4 BOTTOM o WALL 5TUD5 4 HEADER BOTTOM OF HEADER AND CONNECTOR 5GHEOULE W SEE "5-2" SHEETS FOR TRU55 PLANS �••� ✓- AND CONNECTOR 5GHEOULE F--� DOUBLE TOP PLATE HEADER (2) 2x12 W/ 1/2" COX FLITCH 7/16„ 056 OR COX PLYWOOD EXTERIOR 5HEATHING NAILED �N-y W/ IOd GALV. a 3" O.G. EDGES W AND 12" O.G. FIELD - - - - - - 2x4 5YP OR #2 5PF ® Ib" O.G. W/ (1) 5P4 EVERY OTHER STUD HEADER STUDS ® TOP AND BOTTOM TYP. (U5E 5Pb'5 FOR 2xb STUD5 4 WALL 5TUO5 2x4 P.T. WALL STUD W/ (3) I/2" 2xb STUDS 4 5P8's FOR 2xb 5TUD5 IN LIEU ® Ib" O.G. DIA. ANCHOR BOLTS TO BLOCK (USE 5P6s FOR � 5P65 FOR 2xb 5TU05 IN LIEU } OF 5P4's FOR 2x4 STUDS) FULL LENGTH OF 5P4's FOR 2x4 STUDS) STUD5 WALL 5TUO5 - I/2" DIA. x 8" ANCHOR BOLTS Lu EMBED b" MIN. W/ 2"x2"A/8" � - E NO CONNECTORS REQ D drawn N: WA5HER5, LOCATED WITHIN b" OF EACH END AND 24" O.G. MAX. ELSEWHERE - - chocked by: G�7 (I) SP4 ®BOTTOM OF EVERY 2x #2 5PF (2" LARGER THAN RAFTERS) date: 3/I/02 AL OTHER 5TUO 4 HEADER 5TUO5 1/2" DIA. x 8" ANCHOR BOLT - - - - �� w/ (3) Ibd FOR 2X6, (4) Ibd FOR 2X8, OR EXPAN51ON ANCHOR w/ u�' (5) Ibd FOR 2XI0, (6)Ibd FOR 2XI2 EtvifiriCt4NE��'2"x2"xl/8" WASHERS LOCATED <P Sheet 24 x36 FULL SCALE 2x4 P.T. BOTTOM PLATE WITHIN b" OF EACH CORNER 2x #2 5YP RAFTER w/ SIMP50N I N E E R I N G Scale: 11"AT HALF 5GALE GO MP051TE LINTEL PRECAST LINTEL, . BOX 161613 ALTAMONTE SPRINGS. FL 32a-soo3 Fax: (407) »a-ea77 4 32" O.G. MAX. ELSE WHERE A34 ® RIDGE BOARD 4 PLATE ROOF d FRAMING DETAILS OR SITE CAST CONCRETE ANCHOR BOLTS ®32" O.G. MIN. P.ox 2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PEA 47619 t *' COMPOSITE LINTEL, PREGAST LINTEL, 2x4 P.T. BOTTOM PLATE VA L L E)" F RAM I NC DETAIL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED KN E E W A L L E X I' E R I O R TO M A Cj 0I � FR� OR SITE GA5T CONCRETE E X T E iRI O R FRAME[) /t M E D WALL 1 I ll I I 4 OPENING THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS D5 '` I`,�e Wf-�i-1- N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION. N.T.5. N.T.S. 2002 REV. DATE 5P4 W/ 10-I0d NAILS 0 EVERY OTHER - WALL STUD / (1) MT512 0 EACH ROOF TRU55 TO TOP PLATE, USE 14-I0d NAIL OLE55 NOTED OTHERWI5E) 1/2" VIA. x V ANCHOR BOLT OR EXPANSION ANCHOR W/ - 2"x2"xl/8" WASHERS LOCATED WITHIN b" OF EACH CORNER d 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" 5HEET5 FOR TRU55 PLANS WALL 5TUD5 01600.6. DOUBLE TOP PLATE (1) H3 ® EACH FLOOR J015T TO TOP PLATE, USE 6-8d NAILS (UNLESS NOTED OTHERWI5E) COMP051TE LINTEL, PRECAST LINTEL, SP4 ®BOTTOM OF EVERY OTHER �— 2x4 P.T. BOTTOM PLATE OR 51TE CAST GONCRETE WALL STUD INTERIOR LOAD-15EARING FRAME WALL DETAIL N.T.S. (1) L5TA30 W/ 22-I0d NAILS ® EVERY OTHER WALL STUD 1/2" VIA. x 8" ANCHOR BOLT OR EXPAN51ON ANCHOR W/ —� 2"x2"xl/8" WA5HER5 LOCATED WITHIN 6" OF EACH CORNER d 32" O.G. MAX. U N.O. DOUBLE 2x4 TOP PLATE 5P4 W/ 10-I0d ® EVERY OTHER WALL NAILS STUD WALL STUDS WALL 5TUD5 2x4 TO Ij I 1 11 GABLE END TRU% Ibd COMMON GUN NAILS 3 FILLED EA. SID OPENNGe (SEE FLl 1/2" EXP. ANCHOR x 8" LONG (2) 2xb PT TOP PLATE 12" EXTENDED BEYOND OPENING. (b FT MAX. OPENING) G,45LE END TRU55 HEADER DETAIL IN LIEU OF M�450NR�' LINTEL NTS 1/I6" 0.5.6. OR CD.X. ROOF 5HEATHIN6 2x4 BLOCKING ® 48" O.G. MAX 2x4 BLOCKING ® 45" O.G. MAX 2x4 BOTTOM PLATE CONTINUOUS TO END OF GABLE FIRST 2 TRUSS BAYS USE 4-12d NAILS AT CONNECTIONS USE 4-12d NAILS AT CONNECTIONS 'PLATE -- ---- -- - - - - - ------ TRU55ES ® 24" O.G. (TYPICAL) i COMPOSITE LINTEL, PRECAST LINTEL, 5 EVE ROTOER�� 2x4 P.T. BOTTOM PLATE OR 51TE CAST CONCRETE WALL STUD INTERIOR LOAD - BEARING FRAME WALL W1 LOAD -BEARING FRAME <NEE -WALL A50VE N.T.S. 2xb OR 2x8 5TUD5 ® 24" O.G. FRAMED UP TO ROOF DECK; W/ (1) 5% OR 5P8 ON EVERY OTHER STUD 0 TOP AND BOTTOM 1/I6" 0.5.B. OR G.D.X. 5HEATHIN6 W/ 8d RING SHANK NAILS 0 4" O.G. — ON E06E5 AND 12" O.G. IN FIELD REFER TO ELEVATIONS FOR FINISH EXTERIOR (1) MT516 OR EG?UIV. W/ (4) TAPGON5 3/I6" X 2-1/2" 0 2" O/C MIN. LINTEL M155ED LINTEL 5TR4P DETAIL FOR ROOF TRU55 TO LINTEL N.T.S. 8" C.MU. WALL 1/2" P.T. PLYWOOD OVER 2x P.T. FRAMING — W/ Sd NAILS o 6" O.G. MIN. EACH 51 DE OF JOINT (12" O.G. TYP.) - I/2" GYP BOARD VAULTED TRUSSES ®24" O.G. (TYPICAL) - 2x4 FIRE BLOCKING NAIL 2-I6d EA. 2x4 BLOCK FOR 2x6 WALL5 USE - 2x4 STUDS 0 24" O.G. (MATCH VAULT) - 2xb OR 2x8 P.T. PLATE CONT. W/ 112" ANCHOR BOLTS ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"A/6" WASHERS - LINTEL BLOCK W/ 2 #5 DIA. R005 GONT. EXTERIOR 5ALLOON FRAMINCz ON MA50NRY WALL5 BETWEEN TRU55E5 5GALE: 3/4" I'-0" PRE-ENGINEERED ROOF TRUSS (VERTIGAL) 2x P.T. FRAMING ANCHORED TO G.M.U. WALL 3/16" x 3" TAPCON5 ® 4" O.G. MAX. TEXTURED GEMENTITIOU5 FIN15H 1/2" P.T. PLYWOOD (HORI ) OVER 2x P.T. FRAMING 2x P.T. FRA ® 12" O.G. )^/ 12d NAILS FRAMING - 8" MIN. ABOVE FINISHED GRADE CANTILEVERED COLUMN DETAIL N.T.S. PRE -MANUFACTURED CHIMNEY GAP (1), SPI EVERY OTHER STUD TOP OF CHIMNEY SHALL BE A MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 Ma SYP O 16" O/C GALV. FLASHING II 1/4" VIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S 1/16" O.S.B. OR G.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS O 4" O.G. ON EDGES AND 12" O.G. IN FIELD EyE~ A O oawa wzorn vwi aWo 0 a�capyalE'�' o o� wC F cv wh I �g U i. o�oz Ia a a�zzH0u sa En rx, co C.D El- c O ..to to to ."-1 d� W co 1:4 C\2 co Acoi� � o pq a ., w d: Eo Z ��� O � L4 � cd a) � dt a E-4 E.,, m Opp Z to di T--q Ems+ . . CV �Z x a V 2X4 FRAMED CRICKET PV GALVANIZED FLASHING MAN + h...� 1+1 F-1 (4) 16d COMMONS NAILED O EACH END A (2) 16d COMMONS END NAILED + TO VERTICAL 2X+5 � O + 0i 2X4 #2 SYP. BLOCKING NAIL AS SHOWN W/ IOd NAILS FIRE PLACE CHIMNEY DETAIL N.T.S. ImVKKICANE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. 80X 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 drawn N: _ checked N; GP 311102 5G01e: II"Al' HALF 5GALE ROOF 4 FRAMIN6 DETAILS 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. CD6 V STRUCTURAL GENERAL NOTE2 1. SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EXCEEDS THE SAFE LOAD LISTED FOR LINTEL 8-8UL OR 8-8UR 2. SHORING OF PRESTRESSED LINTELS IS REQUIRED AT 8'-0' O.C. MAX. DURING CONSTRUCTION AND MAINTAINED UNTIL 85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED. 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING 80% OF INDICATED TABLE VALUES. 4. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER ASSEMBLY HEIGHT 5. FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH 6. SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT. 7. UPLIFT LOADS ARE BASED ON 1-#5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES BELOW TOP OF BEAM. PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH DEEP LINTEL BEAMS TO DEVELOP INDICATED UPLIFT LOADS. 8. LATERAL LOADS ARE BASED ON SOLID GROUT FILL CELLS ON EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-#5 VERTICAL REBAR. 9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN BOTH THE TOP AND BOTTOM OF BEAM. 10. SAFE LOAD RATINGS PER ACI 530 AND ACI 318. LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS. 11. SAFE LOADS ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. 12. ALL LINTELS EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LINTELS. EIGHT INCH DEEP LINTELS EXCEED L/240 VERTICAL DEFLECTION RATIO. 13. FOR GRADE 40 REINFORCING STEEL, USE 85% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. 14. BOTTOM BARS MAY NOT BE USED FOR CLEAR SPANS UP TO 5-4". USE 80% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. 71WN AIL I 1. rc 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 FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.D. BOX 547819 •5109 CARDER ROAD ORLANDO, FLORIDA 32854-7819 OFFICE, (407) 298-1900 DISPATCH, (407) 299-7494 PRECAST/PRESTRESSED LINTELS GRAVITY LOADS (145 T. & B.) GRAVITY LOADS (245 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN (ft.) 8-8SL5 8-12SL5 8-16SL5 8-20S1.5 8-24SL5 8-28SL5 8-32SL5 8-8SL25 8-12SL25 8-16SL25 8-20SL25 8-24SL25 8-28SL25 8-32SL25 L-1 2'-10" 1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 S-6" 2'-2" 5726 15629 21014 21014 21014 21014 21014 5726 17439 21014 21014 21014 21014 21014 L-3 4'-0" 2'-8" 4043 8564 14846 17079 17079 17079 17079 4043 8564 17079 17079 17079 17079 17079 L-4 4'-6" S-2" 3121 5676 10498 13732 14385 14385 14385 3121 5676 13862 14385 14385 14385 14385 4'-8" 3'-4" 2896 5092 9445 12355 13653 13653 13653 2896 5092 11472 13653 13653 13653 13653 L-5 5'-4" 4'-0" 2260 3639 6551 8570 10594 11400 11400 2260 3639 6871 11400 11400 11400 11400 L-6 5'-10" 4'-6" 1934 2988 5144 6732 8323 9916 10127 1934 2988 5263 9584 10127 10127 10127 W x L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 a 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 1 3570 5162 6514 6514 L-10 9'-4" 8'-0" 956 1333 2003 2731 3377 4025 4673 956 1333 2003 2853 3965 5484 5770 L-11 10'-6" 9'-2" 798 1078 1560 2044 2529 3014 3501 814 1125 1659 2310 3119 4152 4973 L-12 11'-4" 10'-0" 737 1012 1479 2035 2709 3542 4386 737 1012 1479 2035 2709 3542 4560 12'-0" 10'-8" 684 937 1360 1857 2449 3166 3824 683 937 1360 1857 2449 3166 4052 L-14 13'-4" 12'-0" 620 1200 1720 2180 2700 3200 3800 660 1220 1700 2180 2700 3200 3800 L-15 14'-0" 12'-8" 560 1100 1600 2100 2560 3000 3500 580 1100 1600 2100 2570 3000 3500 L-16 14'-8" 13'-4" 470 800 1400 2000 2400 2880 3340 520 1060 1500 1960 2400 2900 3300 n W W L-17 15'-4" 14'-0" 440 700 1300 1900 2300 2720 3160 480 1000 1460 1900 2300 2 000 3420 a�C n' L-18 L-19 17'-4" 19'-4" 16'-0" 18'-0" 320 250 600 420 1000 660 1500 1060 1800 1500 2300 1900 2640 2300 320 250 800 640 1240 920 1500 1360 1800 1500 2300 1900 2640 2300 L-21 21'-4" 20'-0" 190 340 620 960 1400 1800 2200 210 560 820 1120 1400 1800 2200 22'-0" 20'-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 LINTEL and RECESS DOOR HEADER DESIGNATION 8 - 20 S L - X Field Rebar qty,. and size at top & bottom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot. ) (5 = 1 #5 Top and Bot. ) Nominal Depth ( 25 = 2 #5 Top and Bot.) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header k" 13 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL .. h h - 8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR "A' Steel 'B' Steel PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 2'-10" to 5'-10" 2 - #3 2 - #3 6'-6" to 10'-6" 2 - #3 2 - #4 11'-4" to 12'-0" 2 - #3 1 2-#5, 1-#3 sum RECESS DOOR HEADERS GRAVITY LOADS (1-#5 T. & B.) MARK NO. OVERALL LENGTH (fL) CLEAR SPAN (ft.) DOOR SIZE (IL) 8-6SR5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 8-30SR5 M-2 3'-8" 2'-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 11089 15204 15204 15204 15204 w 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 PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Stee 13'-4" to 19'-4" 2 - #3 2 - 7/1 D fi-IM#0 21'-4" to 24'-0" 2 - #3 2 - 7/1STR N and 2- 4 .� . �... '9' sled 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 WINDOWS, PORCH, 4 GARAGE DOORS PRECAST LINTEL (8'X8' FILLED) PRECAST LINTEL (8'Xi6" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear span Lintel Size Filled (1) #5 a "x8" Filled (2) #5 8 "x8" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 5 Filled (2) #5 T 4 B A B G D E L-1 I'-6" 2-10" 1845 8122 12374 125,511 12861 L-2 2'-2" 3'-6" 5413 5604 5455 8680 8571 L-3 2'-8" 4'-0" 4383 4555 6668 1023 ilia L-4 3'-2" 4'-6" 3686 3611 5112 5g02 6053 L-5 4'-O" 5'-4" 2g06 3010 4546 464q 4153 L-6 4'-6" 5'-10" 2511 266CI 4026 4120 4212 L-1 5'-2" 6'-6" 2161 2245 3352 3460 3535 L-15 6'-2" 7'-6" 1865 IC132 2g08 2g15 3042 L-q 7'-0" 8'-4" 1636 I bqb 2548 2601 2666 L-10 8'-O" 9'-4" 1425 1416 2215 2261 231q L-II g'-2" 10'-6" 1236 1261 Kilo Ig36 20001 L-12 10'-0" 11'-4" 1128 1110 114q I1g0 1832 L-13 11'-2" 12'-6" 1004 1042 1554 15g1 1628 L-14 12'-0" 13'-4" q31 q33 1435 1473 1501 L-15 12'-8" 14'-O" 763 764 1356 13801 1421 L-16 13'-4" 14'-6' 160 765 Em 1446 1512 L-11 1*-08 151-W 6811 681 1326 1376 148'f L-16 16'-W I-r-W 521 525 i158 IK!7 1250 L-Iq 18'-0" 14'-40 406 406 IOIq KM 1104 L 20 18'-8' 20LOO 316 M1 q80 101`7 1063 L-21 20'-0' 21'-W 902 903 aw q13 q54 L-22 22'-0* 24 =08 2M 254 140 To 801 NOTE: Bold numbers represent precast lintels prestressed using (2) 1116" Diameter Prestressing Strands. DOORS PRECAST LINTEL (8')<6' FILLED) PRECAST LINTEL (8'),<14" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear span Lintel Size Filled (1) #5 8"xb" Filled (2) #5 5"x6" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 6 Filled (2) #5 T 4 B A B C D E M-1 I'-6" 2'-10" 3g86 3g20 gOg5 6125 8g30 M-2 2'-2" 3'-6" 2145 26gq 6261 6005 6141 M-3 2'-8" 4'-0" 22lq 2182 5060 4852 4g68 M-4 3'-2" 4'-6" 1564 1832 424q 4013 41-10 M-5 4'-0" 5'-4" 1310 1324 5540 3201 32-18 M-6 4'-6" 5'-10" 1025 1036 2g57 2833 20101 M-1 5'-2" 6-6" 822 a31 2650 2538 2600 M-8 6-2" 7'-6" 524 530 2118 2037 2057 M-q 7'-0" 8'-4" 3q7 401 161q 1111 1730 M-10 8'-0" q'-4" 540 343 13gb 1481 14012 M-II g'-2" 10'-6" 2613 2qb 1213 1288 12g8 M-12 10'-O" II'-4" 212 215 8q7 q54 %2 M-13 II'-2" 12'-b" 171 173 756 784 7qO M-14 12'-0" 13'-4" 128 1241 568 606 bll e FIGURE NO. 1 �. FILL '. PLACED Ni FNS.D) STD 00" NOOK • EACH END OF STIRRUP N V2 V2" LE6 EXTENSION PAST B .ID. (TTP) TOP LE6 BAR. "'BAR. EACH LES 1/32' STIRRUPS • 4'•O' G G (TIED OR HELPED) BOTTOM SIM - SCE SCHEDULE 'A' BAR NOTE. 1. MINR4)H COVERAOSE OF STEEL - 13, 2. C47H BETE STRENGTH AT RELEASE - 3S0o PSI TYPICAL LINTEL SECTION PRECAST CONCRETE SCH.s 0..5 FIGURE N0. 3 i (U 05 BAR CONTINUOUS :. •: •: C X4VQETE BLOCK YNOC.K-OUT' 1230 PSIJ UILS AND V LINTEL FILLED PVCONCRETE PLACED IN FIELD (2500 FSIJ V LINTELS AS SHOW IN FIGURES NO. i OR NO. 2 n) 05 BAR GCNTINIJOUS COMP051TE LINTEL SECTION SM KTA FIGURE NO, 2 25W PSI CONE. FILL (CONCRETE PLACED IN FIELD) STD 160' HOOK * EACH END OF STIRRUP W2 U7' LES EXTENSION PAST BEND. f1YPJ °• • 3JE' BAR. EACH LEO 1 1 • '1/32. STIRRUPS 1105IT10NERS) AT 4'-O' GG AND AT 6' MTNIN 2 FEET ' OF ENDS frIED OR HELPED) 1 1 1 BOTTOM STEM - SEE SCHEDULE 1-- - --� 'A' BAR T/16PRESTRESSED STRAND �. .B. NOTE. 'A• EWR ,yµ �6*' MH 1. MNNMUM C.OVERAM OF STEEL - I5' 2. CONCRETE STF490TH AT RELEASE - SAW FSI 3. STRAND FOR PRESTRE'S51N6 TENDONS- ASTM A416 4. HNIKH PRESTRESS FORCE PRIOR TO LOSSES - 4351E TOTAL TYPICAL LINTEL SECTION PRECAST WU MSTK56 KWORCEMENT xAb KTI nVKKICANE ENGINEERING (401) 714-1N003 PAX. (401)114-0477 P.O. BOX 161613 ALTAMMM SF14N W, PL 3216 T1101146 J. MCL41l16ON M 41M REV.1 DATE 09 � Z CQ Ix o�Z o q F ou Z P 4 Z0 ro 10 0 M� �O c0 tC W � O �CCQM � A M O a U� zw� o N ZOw� 0 xW� E-z� zoo to E•I CQNaw C4z 0 x a 11����11 draw N: _ ` ftw N. GP `ate: 311102 Scale: NONE LINTEL 9-JERULE 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-f LIS el 0 mom, Tob I 12 OFFlC� �OAY FERMIT #jZ�