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HomeMy WebLinkAbout119 Calabria Springs Cove (2) 03-1008 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS C9 1�� PHONE NUMBER '-\cs—) PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR P\j-Ann IA� 1�� MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #()�-l()Q� DATE PERMIT DESCRIPTION U �,- PERMIT VALUATION SQUARE FOOTAGE R Zj �M5 O"TH W-'ESTM'-`NTE DRIVE DES►GN NOTES: ALTAMONTE SPRINGS, FL 32714 (407) 3`39-41t4 BASIC WIND SPEED = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (5 51�-GCKD GUST) WIND IMPORTANGE FAGTOR = 1.0 G-ENEF;�� L NOTES L ,4L_L_ f=)L_,4NS AF,:)E GENEf;,D,4TED WITH THE AID OF COMf='UTEf, AIDED Df;RIr4PTING 5'1'STEfuI. 2. DIMENSIONS AND NOTATIONS ON F=L,4NS HAVE Ff;;�Er=EF,:'ENCE OVEf;;� DEF=ICTION,5 AND SHOULD BE UTILIZED TO SETTLE AN'T- DI5CF;�,'Ef=ANCIE5 - ,4N'T' DISCf;P,Ef=AN(,-IES FOUND SHOULD BE FOF,:W4F,:'DED TO THE f=L ANNING AND DESIGN DEFAFTf" LENT OF BEAZEFR, HOME&, INC. 3. f=LANs ,4fz=-,E GENEf;PATED Ff;;,:'OM A COMMON GF1:)Af=HIG DAT,4- 8,4SE WITH MODIFICATIONS ,45 f�EOUIF;;�ED TO ,4DAFT FLANS TO LOCAL BUILDING CONDITIONS AND Sf=ECS F-Of� EACH LOCALIT�T'. WIND EXPOSURE CATEGORY = B GENEFRAL AC S U C T I O N S�ECF�C T�ONS ENGL05ED STRUCTURE: APPLICABLE INTERNAL PRESSURE COEFFICIENT = 0.165. f THIS STf;PUCTUf;PE HA5 BEEN DESIGNED TO MEET (INCLUDED IN DESIGN WIND LOAD) Off EXCEED TIME 120 r-l.F.H. (3 SEC.:GUST) FIND LOAD F;;�EOUIi�EMENTS OF THE FLORIDA BUILDING CODE DESION WIND LOADS - WALLS = +22 , -la PSF 2001 EDITION- - ROOFS = +20 , -20 PSF (-50 PSF AT OVERHANGS) 2. Ffz=,ESUMF='TIvE SOIL Ff;;�ESSUf;;�,E IS 2000 LBS/SF=. STRUCTURAL LIVE LOADS - FLOORS (BALCONY) = 40 LIVE/ 10 DEAD PSF - STAIRS = 40 LIVE/ 10 DEAD'J 517 3. ALL HOUSE SLABS TO BE 2E�00 f=)sl CONCF,:)ETE MINIMUM - ROOF = +251 -23 PSF AND ALL G,4FPAGE SL,485 TO BE 2500 Fel CONCF,:)ETE - OVERHANGS = +-25/ -55 P5F MINIMUM UNLESS NOTED OTHEF;,:1I.UISE. CON5TRUGTION TYPE: VI (RESIDENTIAL - UNPROTEGTD) NUMBER OF STORIES: 2 BUILDING HEIGHT: 22'-4" (MEAN ROOF HEIGHT) STRUCTUR,41L NOTES: 1) CODES: 1.1 Florida Building Gode 2001 Edition (FBG 1606) 1.2 Building Gode Requirements for Reinforced Goncrete (AGI 518-15) 1.5 American Society of Givil Engineers Minimum Design Loads for Buildings and Other Structures (A5GE 7-c0). 2) CONCRETE: 2.1 Goncrete Gompressive Strength at 28 days: 2.1.1 Precast with standard reinforcement - 5,500 PSI 2.1.2 Precast with prestress reinforcement - 5,000 PSI 2.1.5 Goncre.te 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 (Oracle 60) 2.2.2 Steel in lintel and knockout block (placed in field) ASTM A615 (Grade 40) 2.5 Prestress Strands A5TM A416 -1-Wire 2.4 Detail Reinforcement in Acordance with AGI 515 2.5 Concreting Operations Shall Comply with ACI Standards 5) MASONRY: 5.1 Design and Construction Shall Conform to the Specification of the National Goncrete 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 Gouncil 4.2 All Structural Wood Members Shall Have a Gontrolled Fiber Stress Grade of at Least 1200 PSI (Fb) TABLE OF CONTENTS SHEET DESGRI PTI ON GS-1.0 COVER SI-IEET 5-1.2 FOUNDATION PLANS A-1.2, 1.4 FLOOR PLANS A-2.0 EXTERIOR ELEVATIONS 5-2.0, 2.1 TRUSS PLANS A-5.0 INTERIOR $ GABINET ELEVATIONS E-1.2, 1.4 ELEGTRIGAL PLANS (CD -SHEETS) CONSTRUCTION DETAIILS AND 5PEG5. 4. TYFIC;4L WALL SECTIONS, FOUNDATION DETAIL&, FFRAt-IING DETAILS, f;ZI00F DETAILS, AND ENGINEEf;P,ING Sf=ECI ICATIONs AFE =0UND f` _ ON "S" AND "CD" SHEETS. r:;,. TEfulf=EFED GL,4S5 INSTALLED IUHEFE F::�,)EOUIFED E3Y CODE. is O.ALL CONSTi;;;�UCTION SF=ECIFICATIONS "i O T _COVEf�ED IN THIS SKEET, Off IN FLAN SETS AND GENERAL IFICAT IONS, AFE TO MEET ALL A4f fLICA5LE STATE AND LOCAL BUILDING; CODES, FLAN REVISIONS 5GHEDULE PIEV DATE SHEETS AFFECTED DESCRIPTION OF GHANCES EH Pw,zowNP��Z Wca 4 P(4w�W O H'ZE,El'p�H C�2 Q H Ei Gz7WqE-W �OEl �oz�Q zx0Cxlo0 a4 w� zz� 0 W E-+ U wW�wE,WWz v'mwwa0Z Eowo�x�� U] O ?�� :—T� z o W O �UN m 0�� c � � W �Z ' O E z H E- qa E- cr 0 W � � W drawn by: MLJ checked by: G-P scale: AS NOTED GOV ER SHEET Maria Virginia Caparros, P.E. Y Ap Florida L.aoense 3989 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. U S t 0 L 'JAN 10 2003 — --- - - -- - - L 20'-O" B ■ ■ ■ — — — — — — ® e m w / o o d / A GD3 t- GD3 3 I/2" UN ® co3 I� ■ A ■ ■ ■ ■ �l I A cDl D.D. RECESS AS PER BLOCK CELL FILLED WITH � MANUFACTURER'S INSTRUGTION� I CONCRETE AND I-#5 ROD — — "r FROM FOOTING UP TO � • I ■ � �/� - �, GDI I I LINTEL TIE BEAM (TYP.) ( I `� I I O° o FLOOR OUTLET I VERIFY LOCATION I 6 -10 I/2 IN FIELD PROVIDE ELECTRICAL I I I • FLR ICHASE FOR ISLAND o I 4 -7 I -I I I/4 I I I I/4 3 10 i/4 3 0 I 12 I I I/2 NOTE: FOR a'-4" MASONRY WALLS _ W/ SECOND FLOOR ABOVE I PLUMBING CHASE I FILLED DELLS TO BE 6'-O" O.G. MAX . II Q REF. v ff AT BOTH SIDES OF A 6'-0" OPEN - I ING OR GREATER. 5EE FLOOR PLAN • L — — — — — ' I FOR FILLED CELL LOCATION. — - - - I I I - I ' GPI AIR I I �� ( LHAZL I R m r 3 I/2" GONG. FLOOR SLAB I (2500 P.S.I.) w/ 6xbxlOxlO I m W.W.M. OR FIBER -MESH ON 6�-- MIL. VISA. ON GLEAN WELL m I COMPACTED TERMITE TREATED FILL I'-5 I/2" I'Lq" PLUMBING CHASE A I �, ILYJII I m r L �2" STEP-DN — c GDI 36"x36"xl2" DP. GONG. PAD 6'-6 I/2" 3'-10 I " w/ (4) #5 REBAR EACH WAY — G ■ ■ m ® m e m ® I NOTE: FOR q'-4" MASONRY WALLS FILLED CELLS TO BE 8'-O" O.G. MAX I'-4" � AT BOTH SIDES OF A 6'-O" OPEN-( ING OR GREATER. 5EE FLOOR PLAN FOR FILLED CELL LOCATION.- 3 I l2" GONG. FLOOR SLAB (2500 P.S.I.) w/ bxbxlOxlO • I W.W.M. OR FIBER -MESH ON 6 q _� ■ ® MIL. VISA. ON GLEAN WELL I COMPACTED TERMITE • TREATED FILL - 24"x24"xl2" DP. GONG. PAD I'-4" 6�_Ip�� I 8" ' w/ (3) #5 REBAR EACH WAY - CV 12"x24"xl2" P. GONG. PAD W w � w/ (I) #5 REB REACH WAY— (4-TY IGAL) GDI 10'-10" ry-4" 10" 10" I'-4'' 20'-4" 40'-O" REV. DATE H WHfZsI aw,y,AW�a��z wca�Wr�W�W o oxQ,E.., cat H� HZHQ�H �W�WHwWA-+�"�' � �zd'E..,Q � zxoH A GD3 MN HB H - A GDI in C�VIT m 0 - v a A GDI 0 r; iv IT REGE55 5 1/2" FOR 5HOWER A/G CHASE O Li -1 1 Pill . m 1 m GO/MP. SITE LOG. E GDI 0 o O (V FOUNDATION NOTES: _Lv O I. 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 FOOTINGS SHALL BE TREATED FOR HB TERMITES. p 4. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN, COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. GOMPRE551VE STRENGTH 5000 P51 AT 2,5 DAYS. 1. MORTAR SHALL BE TYPE S. 8. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. 1. ALL EXTERIOR HALLS ASSUMED TO BE GMU U.N.O. 10. ALL ANGLES ASSUMED TO BE 45 DEGREES U.N.O. PLUM5I NO NOTES: I. HATER HEATER TEMPERATURE $ PRESSURE RELIEF VALVE SHALL BE VENTED FULL SIZED TO EXTERIOR OF STRUCTURE. 2. HATER HEATER AT MAIN FLOOR LEVEL OR ABOVE SHALL BE IN A PAN w/ DRAIN TO EXTERIOR OF STRUCTURE. MAX. SPA� I NO OF FILLED Oil=>=S: ( l �I — �I �j �I �I ENGINEERING USE 6'-0" HORIZ. SPAGINO - 1'-4" GEILINO MAX. �1� I �� T I I �/� � � I✓1 I I 1 1 P.O. BOX I616300ALTAMONTE3 FAX: dSPRING9F L 32116 USE 6'-0" HORIZ. SPAGINO - 10'-0" TO 12'-8" GEILINO MAX. 5GALE: 1/4" = I'--O" THOMAS J. ANDERSON PE" 41819 USE 6'-0" HORIZ. SPAGINO - 12'-8" TO 18' CEILING MAX. i APO LINTEL W/ (1) #5 GONT. @ 1'-4" HOT. (+/- 8") Maria Virginia Caparros, P.E. 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, FloridarU`L`ice, se # 58989 JAN 10 2003 LE(5END SYMBOL DESCRIPTION [E[J�= 8" GMU WALL H/ (1) #5 ROD FROM FOOTING UP TO TIE BEAM 2x FRAME NALL 2x INTERIOR BEARING FRAME WALL PLANT SHELF AT 8'-4" A,F.F. (U.N.O.) NOTES: I. ALL EXTERIOR HALL5 ARE DESIGNED FOR SHEAR RESISTANCE 2. ALL INTERIOR BEARING 2x FRAME WALL STUDS 16" O.G. (U.N.O.) 2. ALL INTERIOR NON -LOAD BEARING 2x FRAME HALL STUDS 24" O.G. (U.N.O.) EL. INTERIOR ELEVATION DETAILS (ELEVATION NO. OVER SHEET NUMBER) HEADER SGQEDQE HEADER NO. DESGRIPTION HDR-I E9 DOUBLE 2x12 H/ 1/2" FLITCH PLATE NAILED H/ IOd © 12" O.G. THO ROH5 STAGGERED HDR-2 DOUBLE 2x10 H/ 1/2" FLITCH PLATE NAILED H/ IOd @ 12" O.G. THO RON5 5TA66ERED HDR-3 DOUBLE 2x8 H/ 1/2" FLITCH PLATE NAILED H/ IOd @ 12" O.G. TNO ROW5 STAGGERED HDR-4 DOUBLE 2x6 H/ 1/2" FLITCH PLATE NAILED H/ IOd @ 12" O.G. TNO ROWS 5TA66EREP L - NO. (LETTER) PRE-GA5T LINTEL N/ #5 DIA. BAR(5) (SEE LINTEL SCHEDULE "GD-1-5") M - NO. (LETTER) RECESSED PRE -CAST LINTEL H/ #5 DIA. BAR(5) (SEE LINTEL SCHEDULE K I "aD O>� SGQEDQ E MASONRY GON5TRUGTION GALL 51ZE WINDOW 51ZE GALL 51ZE WINDOW 51ZE 5H 12 11 I/8"x26" 5H 23 31"x38 3/8" 5H 13 11 1/8"x38 3/8" 5H 24 3-1"x50 5/8" 5H 14 11 05"x50 5/8" 5H 24 + 5 E 31"x55 5/8" 5H 14 + 5 Iq I/8''x55 5/8" 5H 25 E 51"x63" 5H 15 Iq I/8"x63" 5H 26 E 31"x12" 5H 16 11 I/8"x12" 5H 21 E 31"x84" SH 11 11 I/8"x84" 5H 48x26 48"x26" SH I H2 26 1/2"x26" SH 48,05 48"08 3/8" 5H I H3 26 1/2"08 3/8" 5H 48x50 48"x50 5/8" 5H I H4 26 1/2"x50 5/8" 5H 48x55 E 48"x55 5/8" 5H I H4 + 5 26 1/2"x55 5/8" 5H 48x63 E 48"x63" 5H I H5 26 1/2"x63" 5H 48x12 E 48"x12" 5H I H6 26 I/2"x12" 5H 48x84 E 48"x84" SH I H1 26 1/2"x84" SH 32 53 05"x26" 5H 30x26 50 1/2"x26" 5H 33 53 10'x38 3/8, 5H 500,5 30 1/2"08 50' 5H 34 E 53 I/8"x50 5/8" 5H 5Ox50 30 1/2"x50 5/8" 5H 34 + 5 E 53 I/8"x55 5/8" 5H 30x55 30 1/2"x55 50' 5H 35 E 53 I0'x63" 5H 30x63 E 30 1/2"x63" 5H 36 E 53 I/8"x12" SH 30x12 E 30 1/2"x12" 5H 31 E 53 1/8"x84" 5H 30x84 E 30 1/2"x84" 5H 22 31"x26" NOTES: E = INDICATES WINDOWS THAT MEET EORES5 REGUIREMNET5 I. ALL WINDOW ROUGH OPENINGS SHALL BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2. SUB -CONTRACTORS SHALL VERIFY ALL WINDOW ROUGH OPENINGS 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 NOTES: I. ALL INTERIOR DOOR HEIGHTS 6'-8" (U.N.O.) 2. ALL DOOR ROUGH OPENINGS SHALL BE VERIFIED BY DOOR CONTRACTOR PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTORS SHALL VERIFY ALL DOOR ROUGH OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. QENERAL NOTE I. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 2. ALL SOIL UNDER SLAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. FINAL EXTERIOR TREATMENT OF BUILDING SHALL BE IN ACCORDANCE WITH THE FBG 2001 EDITION SECTION 1816, 104.2.6, AND 104.2.1. A PERMANENT 515N OF THE TERMITE TREATMENT AND THE PROVIDER SHALL BE POSTED. 3. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 4. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 P51 AT 28 DAYS. 5. CONCRETE (GROUT) FOR LINTELS AND FILLED 6ELL5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 P51 AT 28 DAYS. 6. MORTAR SHALL BE TYPE S. 1. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. STAIR (�Al=(�QATI ONS GALGULATED TOTAL HEIGHT: IO'-5 5/411 TOTAL NUMBER OF R15ER: 11 GALGULATED RISER HEIGHT: 1 1/2" GALGULATED TREAD: loll GALGULATED TOTAL RUN: 15'-4" u� m U) L N to V HE) +24.54 P5F -52.01 P5F x� , +2216 P5F -25.16 PSF 40'-0" +25.16 FSF -55.28 FSF 1 1'-4" 20'-0" 2'-10" L-6 (G) L-21(G) L-4 (G) 5H 35 5H 25 THT • iv � � LL u LANAI �O^O I1EAKFAST v q'-4" FLAT Q 1'4' FLAT m L-II(G) g068 5GD A ® 16" COUNTER ON KNEE NALL FRAMED z o N TO 31 I/2" A.F.F. > q'_p �y I 12'-5 1/2 FAMILY 12$ ® - I KITCHEN _ 1 ROOM i DEL UX MASTER 1'4' FLAT i 1'4' FLAT 1 — — Q01 A3 H 31/2" cv SUITE q'-4" FLAT � I 1 1 x 4'-1 1/2" 2'-11 1/4' 4'-6 3/4" F 5'-O\ 1/2" > `n (2) 2x6 POST ARCH GP - 15H. VIN L — I SH. - I3Q{ REF, 1 I m HDR-I a sH. - 4'-2 1/2" 3'-10 1/2" 3'-8 1/2" 3'-3 1/2" L 1 — 3 O m ARCH _VINYL 3 O cPr PANTRY `� Tv 4'-4 I/ 8 0 (2) 2x4 P05 RAISE DOOR 2" A.F.. 0 R/A II Y V I V Y `t I II II II C N -T 2 z m O I, I > AIR HANDL R 26 `�� tit 26 z� 9 r II A3 LLI- N I Y 4O [i 28 Q —� �ININ� � � 20 Q `v Mc 2 _8 2'-1 5/4" ,� M. Ell 1'-11" _ _ _ O GPT - - q'-4" FLAT 4" — q'-4" FLAT 0 VINYL 2xbWAlL 28 GMU I -10 CURB I.-1" �A5G (01-1011 N lU a r , r 20 u�F�vr ®_ UT I L I TY I L 1 VOLUME m - 0 2 LIVING CPT O — - — — — 28 5G I-- 0 ffi ® TILE BOOM FC,i"ER HDR-I l"xb" DRYER VENT GHA5E(J H 1'-4" FLAT 1'4' FLAT c�V V.T.R. (1) 5.5"xl" LAM. P05T 10 -1 1/2 u n g" z 8'-4 I/2" 'n UNDER 2-PLY GIRDER rig N _ ZL 25 I 6068 I &(C)2-SH 6 ARAOE ENTRY 1'4' FLAT — 1'4' GLG. 22"x54" a HDR-I - ATTIC AGGE55 v — JOB LOCATED = — it _w 4'-10" 16010 OHD ZL-la(cl) 10'-loll 8'-10" 1.4 p 16'-0" 20'-4" 40'-0" +24.10 P5F +1:�.Iv r5r- -31.16 P5F -25.10 PSF FLOOR PLAN 5GALE: 1/4" = 1'-0" t•LL.vIl [-:)I -21.00 P5F N u� r O T— u_ Lc Q 0 a: N Lu a �w A/G COMP. SITE LOG. . cy HB REV. DATE H E-F R'Z0.''w�'WE-4W a�z a El w zw �-+E-z o zxWC wH� E�4UWEH, qE- E zxohpC)�v�i per, !zzo 0 �NQ,rw E,� U pq P4 H W w Z (nwww�oz� �,wo z E,O U U)0 (n ® a O �� U a'a IN IN� � � ji N N z Z O E—+ maw �Z z Z 0 E-4 W a I LL IL Q � N 0' 0 cc c� � I � w � � O d drawn by: HLJ checked by: GP date: 1 /6/OJ RV991CiqNE sheet 24"06" FULL SCALE ENGINEERING scale: 11"xIT HALF SCALE (401) 114-9003 FAX: (401) 114-5411 OPT. DELUXE MASTER BR. P.O. BOX 161613 ALTAMONTE 6PRINCx5, FL 32116 15t FLOOR PLAN THOMA5 J. ANDER50N PE" 416M Maria Virginia caparrols, P.E. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS low`._ � OF THE FLORIDA BUILDING CODE 2001 EDITION. A 102 Florida License # 53989 A r 4 'JAN 10 2003 (2) HETA20 (2) HETA2C SC.ALt: 1/4" - i -(U _ ._. (2) HETA20 3 4. 5. ro: 8. NOTES: TRUSSES MUST BE CAPABLE OF TRAN5FERRIN6 LATERAL LOADS TO BEARING WALLS. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE 51ZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY GUESTION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH 51DE) i'-b" TO 6'-0" y RppP Ecw E 4'--1 3 HEADER 5TUD5 (EACH 510E) 6-0" TO 12'-O" 1 4 HEADER 5TUD5 (EACH 510E) 12'-0" TO 16-0" 2 HEADER 5TUD5 REQ. (1) FULL LENGTH STUD OQ pl 4 3 HEADER STUDS REG. (2) FULL LENGTH STUDS F. 4 HEADER STUDS REG. (2) FULL LENGTH STUDS © wV BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 80 NAILS a 12" O/G © OI © 4' OR O.S.B. (EDGE) U5E 80 NAIL5 ® b" 0/G © OO OO 2. GYPSUM: (FIELD) USE 50 NAILS ® 10" O/C LT (ED6E) U5E 51? NAIL5 ® l" O/G 5. T ROOF NAILING PATTERN: PLYWD OR 05B ZONE CHART 1 ZONE I - USE 8D COMMON NAIL5 ® Q" O/C 2 ZONE 2 - USE 8D COMMON NAILS ® 6" O/G 3 ZONE 3 - USE 81? COMMON NAILS ® 4" O/G 1/2" GYPSUM CEILING: USE 50 NAILS a -" O/C 2 1/4" X .131 PNEUMATIC NAILS MAY BE USED IN LIEU OF 80 COMMON NAILS. NAILED ® 5" O.G. EDGES 4 ® 10" O.G. FIELD ALL INTERIOR LOAD BEARIN6 WALLS TO BE 2X4 #2 SPF ® 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF ® 12" O.G. UNLESS OTHERWISE NOTED. HURRICANE TIE INTERCHANGABILITY SCH RAN MODELS FASTENERS# UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) USP MTW12 (14) 1Od 1055 5764 (ICBO) SIMPSON METAt6 (12) 10d x 1-1/2" 1490 469 (NER) USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) SIMPSON HETA20 (16) 10d x 1-1/2" 1890 469 (NER) USP HTA20 (13) 10d 1890 5531 (ICBO) SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 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) 10d 1715 443 (NER) USP LSTA36 (24) 1Od 1740 530 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) USP HCDP (4) 8d, (4) 8d 475 510 (NER) SIMPSON ABU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) 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 MTT288 (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 (ICBO) 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) 10d 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) 1Od 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) USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) FOR WOOD CONSTRUCTION FROM TABLE 8.8c - "NAILS AND SPIKES - 4) USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>1O,000LB DOWNLOAD) Bd 103 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 10d 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 16d 149 * - COMPLIANCE REPORT PENDING AUG 5, 2002 - CHANGE.DWG Maria Virginia Caparros, P.E. 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 WLY u--tjVjKjfflC,4NE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV. 1 DATE E+ O E., o%w%Hxz zoww rn lV ow -.4 0 0 WOW , %E"�U o 134 wa w�.W�W CQ c H xHE.4 �xx 0 Z E-4 a �xax�o��a P4NW w Ezo WaAwAz W°Qwa ort� Ex,o�� xaEa �o O co rl > co � � co Q co r,- 0 • V1 � �Z, ;4 � O cz Iv • c Z O LCJ CE� aw �Z MO w a z o w 9 E-� � O � a z 0 W � a drawn by: HLJ checked UT GP date: I/b/03 sheet 24"06" FULL 5GALE Scale: II"xl7" HALF 5GALE FLOOR TRU55 PLAN 113 ELEVATION JAN 10 2903 WALL LEGEND SYMBOL DESCRIPTION O W-O" WALL A.F.F. ROOF TRU55 FLAN SCALE: 1/4" -- 1'-0" NOTES: 1. TRU5SE5 MUST BE GAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALL5. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAGTURER5 UPLIFT GALGULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR GLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3, HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH SIDE) I'-6" TO 6'-0" s' I� POOF ED&E 3 HEADER 5TUD5 (EACH 510E) 6-O" TO 12'-O" 1 4 HEADER 5TUD5 (EACH 51DE) 12'-0" TO 18'-O" 2 HEADER 5TU05 REQ. (1) FULL LENGTH 5TUD 3 HEADER STUDS REG. (2) FULL LENGTH STUDS „• 4 HEADER STUDS REG. (2) FULL LENGTH STUDS © OI 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS ® 12" O/G OO QI © 4' OR O.S.B. (EDGE) U5E SD NAIL5 ® 6" o1r, © 03 03 2. GYPSUM: (FIELD) USE 50 NAILS ® 10 O/C T (EDGE) U5E 50 NAIL5 ® 7" 0/G 5, 5. ROOF NAILING PATTERN: PLYWD OR 05B 1 ZONE I - USE 8D COMMON NAILS ® a" O/C ZONE GHART 2 ZONE 2 - USE 8D COMMON NAILS ® 6" O/G 3 ZONE 3 - USE 8D GOMMON NAILS ® 4" O/G 6• 1/2" GYPSUM GEILIN& USE 5D NAILS ® 7" O/C 1. 2 1/4" X .131 PNEUMATIG NAILS MAY BE USED IN LIEU OF 80 GOMMON NAILS. NAILED ® 5" O.G. EDGE5 4 ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING HALLS TO BE 2X4 #2 SPF ® 16" O.G. UP TO 14'-0" H6T. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF ® 12" O.G. UNLE55 OTHERN15E NOTED. HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL # FASTENERS 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) 1Od 1890 5531 (ICBO) SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 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) 10d 1715 443 (NER) USP LSTA36 (24) 10d 1740 530 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) USP HCDP (4) 8d, (4) 8d 475 510 (NER) SIMPSON ABU66 (1) 5/8" AB, (12) 16d. (2) 1/2" 2300 499 (NER) USP PAU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2350 530 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 (NER) SIMPSON MTT288 (1) 3/4" AB, (24) 16d 4455 432 (NER) USP MTS27B (1) 3/4" A8, (24) 16d 4635 530 (NER) SIMPSON HGUS26-2 (20) 16d, (8) 16d 2275 499 (NER) USP THDH26-2 (20) 16d, (8) 16d 2235 5441 (ICBO) SIMPSON L50 (6) 1Od 420 443 (NER) USP AC5 (6) 1Od 425 3613 (ICBO) SIMPSON META16 (12) 1Od x 1-1/2" 1490 469 (NER) SIMPSON META22 (14) 1Od x 1-1/2" 1500 469 (NER) USP TA20 (11) 10d 1520 5531 (ICBO) SIMPSON HTT16 (18) 16d 3480 432 (NER) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HGT-2 (2) 3/4" AB, (8) 1Od 10980 432 (NER) USP HUGT2 (2) 3/4" AB, (8) 1Od 9210 * (NER) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) USP MP34 (8) 8d x 1-1/2" 350 505 (NER) SIMPSON HTS20 (20) 1Od 1450 * (NER) USP HTW20 (20) 1Od 1530 5764 (ICBO) SIMPSON SP2 (6) 1Od. (6) 1Od 890 499 (NER) USP SPT24 (6) 1Od, (6) 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 OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL NAIL VALUES: BASED LU "NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) FOR WOOD CONSTRUCTION FROM 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE 8.8c — "NAILS AND SPIKES — 4; USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES" TO HIP GIRDER. (T&B) NAIL SHEAR VALUE (Ibs.) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 8d 103 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) iOd 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 16d 149 • — COMPLIANCE REPORT PENDING AUG 5, 2002 - CHANGE.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 vtVKKIGqNE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEN 47819 rrosP.E. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria Virginia Caps"THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS IgL�l OF THE FLORIDA BUILDING CODE 2001 EDITION, nse # 53989 'JAN 10 2003 REV. DATE E-+ y�E. EE zoww wE..w N a>.,AW.Q 1;z 0 waw0 0 0 FxFx�'- E- U A= wEzw"= dwm W�wda0UDZF4 cnxAxuo�u a a o E" Z aNC14 Ec� oU wwwA xwwwz F0�V xV4w In0 co co •--I n4 �co co co • U) 0 E w o W ou) N �21 (2t; �T, M�0 E-4 Z`:4 co w w � P4 'Z�f 0� Z � c �, InE„-( .--•1 a w Z M0 w a z 0 Ad I I > E-+ CXD c\2 � o A a � o� a drawn by: HLJ checked by: c date: 116103 sheet 24" 06" FULL 5GALE scale: 11"Al" HALF 5GALE ROOF TRU55 PLAN 113 ELEVATION ^�� I v 4uu3 J • . � J WALL BEYOND U 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1) W/ bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ —14 EXPANSION JOINT OVER b-MIL VAPOR BARRIER bxb 10/10 WIRE MESH (OR W/ FIBER MESH) (5EE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 DRIVEWAY 3 I Q (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. SLOPE TO R/W w v 3 �,-_ - J �II�i TIC. �T�- — a- —ll- 8 WIDE GONG. CURB bit GLEAN COMPACTED TERMITE TREATED FILL 8"x8" THICKENED EDGE GLEAN COMPACTED 8"x8" THICKENED EDGE o W/ 1 #5 BAR CONT. TERMITE TREATED FILL W/ 1 #5 BAR GONT. �/ /� GARAGE DOOR RECESS C OFFSET T H I CIGE N E ED EDGE D E T A IL D FOOTING DETAIL AT GARAGE, DOOR CD SCALE: 3/4" = I'-o" D SCALE: 5/4" = V-O" #5 DOWEL W/ 12" HOOK $ 25" LAP MIN. FINISHED GRADE I� GONG. FILLED GELL5 W/ I; I # 5 BAR VERTICAL if; 3 1/2" CONCRETE 5LA13 (MIN. 2500 P.5.1.) Wbxb 10/10 WIRE MESH (OR W/ FIBER MESH) OVER 6-MIL VAPOR BARRIER (5EE FOUNDATION PLAN FOR SLOPE) '! > i a ,i RIII, a 'Ii a -.a 3In 4" MAX. A/C CHAS t=1 II `�" • -j ' ° (5GHO. #40 PVG MIN.) THROUGH F0071N6 ADD (1)#5 BAR w/ 1:_4n GLEAN COMPACTED 50" LONG ® A/C GHA5E TERMITE TREATED FILL (LAP #5 BAR(5) OVER CHASE I6"x20" FOOTER W/ AND CONNECT TO EACH GONT. 2 #5 BARS GOINT. #5 BAR UNDER CHASE) CURS FOOTING DETAIL AT G:Ai;RAGE CD SCALE, 3/4" = I'-O" �nev t=it t cn /1 =1 1 :; W/ d- t 2x4 STUDS ® I6"O.G. #2KD 5.P.F. MIN. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE 1/2 VIA. x 8"ANCHOR BOLT TO STUD/ 5P4 PAN51ON ANCHOR / EVERY OTHER STUD OR EXw 2"x2"Alb" WA5HER5 LOCATED WITHIN b" OF EACH CORNER 4 32:: O.G. MAX. ELSE WHERE 3 I/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ (MIN. 2500 P.5.1) W/ bxb 10/10 5P4 ® EVERY OTHER STUD WIRE MESH (OR W/ FIBERME51-1) OVER 6-MIL VAPOR BARRIER --\d. o AI _ a• —� 20"xl2" FOOTER W/ GLEAN COMPACTED 3 #5 BARS GONT. TERMITE TREATED FILL F INTERIOR BEARING WALL FTC . DETAIL 54,-ALE: 3/4" = I'-O" �, GMU COLUMN 0, ill #5 DOWEL W/ 12" HOOK 4 25" LAP MIN. I;; ;11 3 1/2n CONCRETE SLAB (MIN. 2500 M P.5.1) Wl bxb 10/10 WIRE MESH (OR W/ FIBER ME5H) OVER 6-MIL VAPOR ; ; BARRIER (5EE FOUNDATION PLAN SEE ELEVATION FOR FINISH FOR SLOPE) t 'tt FINISHED GRADE I;i t 21 IT rI �-T GLEAN COMPACTED �- TERMITE TREATED FILL 2'-O" 24"x24"xlb" SPREAD FOOTER W/ 3 #5 BARS ® 6" O.G.E.W. MULTIPLE COLUMN FOOTINC- DETAIL 5GALE: 3/4" = I'-O" o GONG. FILLED CELLS W/ I # 5 BAR VERTICAL R 3 1/2" CONCRETE SLAB (MIN, 2500 P.5.1.) W/ PRE-ENGINEERED TRU55 ® 24" O.G. bxb 10/10 WIRE MESH (OR W/ FIBER MESH) W/ (1) MT512 ® EA. TRU55 U.N.O. OVER 6-MIL VAPOR BARRIER (5EE "5-2" 5HEET5 FOR TRU55 PLANS) (5EE FOUNDATION PLAN FOR SLOPE) COMP. 5HIN6LE5 OVER 15# FELT (FELT: A5TM D 228 TYPE 1) ON 16 /16" 05B OR COX 5HEATHIN, - -' - - ALUM. DRIP d• Ali► '� i I I -I . i- tll ALUM. GLEAN COMPACTED FASCIA 8"x8" THICKENED EDGE 8' TERMITE TREATED FILL W/ 1 #5 BAR GONT. 2X4 OR 2X6 SUB FASCIA SEE ELEVATI01 rE3- THICAGENED EDGE DETAIL VENSOFFT. CD 5GALE: 3/4" _ -o" ROOF 5HIN6LE5: (1) MEETS ANSI/ UL 1qO, CLASS A, A5TM 03462, UL qql/ A5TM 03161 (2) 5EGURED w/ (4) NAILS EA. (3) MEETS UL R2453 PROGRAM 2x4 STUDS 0 16"O.G. #2KD S.P.F. MIN. 2x4 P.T. 80TTOM PLATE W/ 2x4 DBL TOP PLATE 1/2" DIA. x 8" ANCHOR BOLT TO STUD/ 5P4 ® - OR EXPAN51ON ANCHOR w/ EVERY OTHER STUD 2"x2"A/6" WASHERS LOCATED WITHIN 6" OF EACH CORNER $ 32" O.G. MAX. ELSE WHERE 3 1/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ (MIN. 2500 P.5.1.) W/ bxb 10/10 5P4 ® EVERY OTHER STUD WIRE MESH (OR W/ FIBERME5H) OVER 6-MIL VAPOR BARRIER VARIES (5EE FOUNDATION PLAN FOR SLOPE) ° a 3�n • I ° �mwif TLi i G d; ,( \-- 20"xI2"• FOOTER W/ GLEAN GOMPACTEO 3 #5 BARS GONT TERMITE TREATED FILL OFFSET 5EARING WALL I=Tr-:�. DETAIL D SCALE: 3/4" = V-O" ii GMU COLUMN n #5 DOWEL W/ 12" HOOK i 8 25" LAP MIN. 3 I/2" CONCRETE 5'�LAB (MIN. 2500 P.5.1.) W/ bxb 10/10 WIRE ME!5H (OR W/ FIBER ME5H) OVER 6-MIL VAPOIR BARRIER SEE ELEVATION FOR FINISH (5EE FOUNDATION PLAN FOR SLOPE) ,tt II FINISHED GRADE .Ills a. GLEAN GOMPAGTED TEPMITE TREATED FILL 2'-O" 24"x241"xib" SPREAD FOOTER W/ 3 #5 BAR5 ® 6" O.G.E.W. SINGLE COLUMN FOOTING DETAIL _- ; SGALE:3/4 FTC. W/ (3) #5 f III I � 3 I/2 "'GONG. II 1111 I #5 REBAR TYP. II II II � — " • . III111 — — �- BENT BAR W/ 25" . LAP E.W. TYP OF 3 CORNER 5AR DETAIL. N.T.S. GONG. LINTEL BLOCK FILLED W/ (1) #5 PRECAST GONG. LINTEL GONG. a�. FILLED W/ 1 #5 BAR UP TO I6' (NON -BEARING) USE 1 #5 IN HEADER. Ib' BEARING' AND 18' U5E 2 #5 •BAR5 IN HEADER. GARAGE DOOR I4EADER DETAIL N.T.S. #5 ROD IN FILLED CELL TIED TO GONT. ROD IN FOOTER 4 LINTEL ROD - ABOVE (10"MIN. HOOK) 1 #5 BAR GONT. TIE BEAM STEP DOWN N.T.S. REFER TO ELEVATION5 FOR FINISH 1/16" 056 SHEATHING - 2"x4"' BASE PLATE FASTENED W/ 2-12d NAILS ® 12" O.G. L5TA18 ® EVERY OTHER STUD - 2"x4" GONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FASTENERS AT EACH FLOOR J015T - PIRE-ENGINEERED FLOOR TRU55 ® 24" O.G.- (1) META16 EVERY FLOOR JOIST- (U.N.0) SEE ELVATION FOR FINISH PRECAST SILL 1 #5 BAR VERTICAL IN GONG. FILLED GELL FROM :5LAB TO TIE BEAM TYP. ® EACH DOWN CELL. (SEE FLOOR PLAN FOR FILLED CELL LOG) #5 DOWEL W/ 12" HOOK ft 25" LAP MIN. FIN15H GRADE cV � 26 6A. 6ALV. FLA5HINC: (1) 6-qO 6ALV, GOATINC (2) MEETS A5TM A521 SEE ELEV. (3) RE6ULAR POLYESTER (4) 1.0/ 0.5 MILL. w/ PRIMER PITCH (5) MIN. THICKNESS 0.0181 IN. F (6) CHROMATE TREATMENT BEARING HT. OIL SEE ELEVATION R-30 INSULATION I/2" GYP BOARD DBL. 2"x4" TOP PLATE HEADER HT. SEE ELEVATION DBL. 2x12 HEADER w/ 1/2" PLYWOOD FLITCH (REFER TO HEADER SCHEDULE) WINDOW (5EE FLOOR PLAN FOR 51ZE 4 LOCATION) MARBLE 51LL R-11 INSULATION 1/2" GYP BOARD 2x4 STUDS 0 16" O.G. BASE TRIM A5 SPEC. 3/4" PLYWOOD T46 5U5-FLOOR OEGKIN6 GLUED AND NAILED 77 1/2" GYP BOARD a�. LINTEL BLOCK W/ 1 #5 ROD HEADER HT. SEE ELEVATION PRECAST HEADER W/ 1 #5 ROD WINDOW (5EE FLOOR PLAN FOR 51ZE 4 LOCATION) MARBLE SILL R-4.2 FOIL 1/2" GYP BOARD OVER .. d 3/4" P.T. FURRING I 8" G.M.U. i BASE TRIM A5 SPEC. 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ ;t bxb 10/10 WIRE MESH (OR W/ FIBER MESH) OVER b-MIL VAPOR BARRIER 0'-0" FIN. FL. a t� •ate----�----- . -~j GLEAN COMPACTED 20"x2O" FOOTER W/ TERMITE TREATED FILL 3 #5 BAR GONT. TYFI CAL TWO STORY 1 RAt**1E OVER 8" CMU WALL SECTION C D SCALE: 3/4" = 1'-0" THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria Virginia CaParros, P•E• THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS 11� OF THE FLORIDA BUILDING CODE 2001 EDITION, REV. DATE F oxWp, xz zow wE:w w N= M aO W W 0 0 a�cS�aaE'��' o wA wow w O F �'wFmp,�..: E'A E-+ w�wFvw,Wx� � �ODCz�E'A ~ zz0 0 WWaCZ wEE'',wAZU �-+ W 0-4 Z HOAVx(i A � O di �Co �C''J ACO0 w 0 Co � OU Z E--t Co Z Lo Z x G-t z 0 0 a 3� E-+ � w A rNN' A Fes" O h—� A 0 drawn by: _ checked by: Gp date: 3/I/0 Sheet 24" 06" FULL 5GALE 5601e: IINIT HALF 5GALE FOUNDATION AND WALL DETAIL5 1CD t I� rJAN 10 2003 EXIST. FLOOR SYSTEM AND FLOOR STRAPPING / DRILL 6" INTO EX15T. LINTEL, EPDXY 4 DRIVE #5 4 BEND h.. VERT., 25" LAP REOV. I 1. NON5ERT DOWEL5 VERTIGAL i AND STRAIT WHEN NO WALL SPLIT FAGS OF BLOCK @ i 2RE5ENHOLE, BLOW OR BRUSH PROP. FILLED CELL LOG- GLEAN ATION. (TYP) 3. 2 PART EPDXY OR ENGINEER APPROVED EQUAL (eg. 51MP50N 5ET-KIT, SET PAG) \ i i i i ti DRILL 6" INTO EXIST. FT6.,— EPDXY 4 DRIVE #5 4 BEND VERT., 25" LAP REQV. ii 1 IONO &LA5 �1I55ED DOWEL DETAIL N.T.S. (2) MT512 0 TOP PL/ U.N.O. (SEE "5-2" 5HEETE TRU55 PLANS) #2 5.Y.P. P05T(5) UNDER HIP GIRDERS (U.N.0) BLOCK UNDER #2 5.Y.P. TO LI (SEE "5-2" 5HEET5 FOR GONNEG * (USE (2) MT512 TO ANCHC TO FLOOR TRU55 GIRDER U. (3) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN.) W/ 2"x2"x1/6" WA5HER5 SPACED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12" OF TOP 4 BOTTOM OF WALL CONCRETE 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"A/6" WA5HER5 SPACED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12" OF TOP 4 BOTTOM OF WALL. 2x4 WALL A5 5PEG. IN PLAN 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. x 6" ANCHOR BOLT OR EXPAN51ON ANCHOR rv/ 2"x2"xl/6" WA5HER5 LOCATED WITHIN 6" OF EAGH CORNER 32" O.G. MAX. ELSE WHERE LOAD-5EARINCH 92AME WALL CONNECTION TO M45ONfiR*r WALL DETAIL. N.T.5. 2rd FLOOfR EXTEfR1OfR FfRR,4t-IE WALL AND OFIENING N.T.S. (2) 5P4 ® TOP OF HEADER (1) PER HEADER JACK AS REQ'D (I) 5P4 0 TOP 4 BOTTOM OF EVERY OTHER FULL LENGTH WALL STUD DOUBLE TOP PLATE 1/16" 05B EXTERIOR SHEATHING (REFER TD SHEAR PANEL WALL DETAIL FOR NAIL 5PAGIN65) 2x4 #2 5.P.F. STUDS ® 16" D.G. L5TA15 0 TOP 4 BOTTOM OF HEADER JACK (1) PER HEADER JACK A5 REQ'D 2x4 BOTTOM PLATE ON 3/4" T. 4 G. DECKING 5P4 ® TOP 4 BOTTOM OF CORNER P05T EACH 51DE LET -IN 2"x4" GONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FASTENERS AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 W/ METAI6 0 EACH FLOOR TRU55 4 8-6d NAIL5 OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (5EE PANEL ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK W/ 1 #5 ROD 2x, LINTEL BL EXIST. FLOOR 5Y5TE t. (1) L5TA24 OR EQUIV. W/ (4) TAPCON5 3/16" X 2-1/2" a 2" O/C MIN. LINTEL 1" IISSED LINTEL STfRAF DETAIL FOfiR, FLOOR TRU55 TO LINTEL N.T.S. 1/16" 055 5HEATHING LSTAIB a TOP 4 BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D LET -IN 2"x4" CONT. RIBBON BOARD FASTENED Wi 3-12d NAILS FASTENERS AT EACH FLOOR JOIST PRE-ENGINEERED FLOOR TRUSS W/ META16 0 EACH FLOOR TRUSS 4 6-6d NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) SECTION e JA1�I8 OF OFENING 2rd FLOOfR N.T.5. 0 O O O 0 O O O O 0 O O 0 6" 2x4 BLOCKING ® HORIZONTAL JOINT W/ 5d NAILS 0 6" O.G. EACH 51DE OF JOINT O 0 G 0 6" O O O O NAIL 5PAGING ® 12" O.G. 0 O ° o 0 0 O 0 O 0 O 0 0 0 0 0 0 51 N6LE NAIL ED6E 5PAG I N6 2x4 STUD 1/I6" 0.5.5. SHEATHING JOINT NAILING PER 56HEOULE 2x4 BLOCKING PLACED FLATWI5E (2) 160 NAILS EA. END (NOT REM? AT HEADERS) HORIZONTAL JOINT DETAIL FANS L ATTACHMENT DETAIL N.T.5. t EXIST. FLOOR SYSTEM AND FLOOR STRAPPING DRILL 6" INTO EXIST. LINTEL,'/ EPDXY 4 DRIVE #5 4 BEND h VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK PROP. FILLED CELELOG- ATION.ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK-----\ Y DRILL 6" INTO EXIST. FTC., \ EPDXY 4 DRIVE #5 4 SEND \ VERT., 25" LAP REQ'D. • NOTES: I. INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL PRESENT 2. 3/4" HOLE, BLOW OR BRUSH GLEAN 3. 51MP50N ET EPDXY OR ENGINEER APPROVED EQUAL (eq. SIMP50N SET -KIT, SET PAG) STE1„I WALL 1"1155ED DOWEL. DETAIL N.r 5. irKICi I1 E ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 THOMAS J. ANDERSON PE# 47819 REV.! DATE F E Ci oaw- xPA z WzocnNa �z a�cWti��Fo"�� o �± o WA Wp dz o UxFA E F w5z� � aoFo uz�M 0 0 W04 W r4Z ►-a w Eo U �O d E4 ^W H 8 � 0 M—� A 0 drawn by: _ checked by: GP date: 311102 sheet 24"x3b" FULL 5GALE Scale: II"AT HALF 56ALE FOUNDATION $ FRAMING DETAIL5 G� THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria Virginia Caparros, P.E. THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. / _"_4 I 1 -1 1 CD2 idoaLlcen a r1t 53989 'JAN 10 2003 • REV. DATE ROOF 5HIN6LE5: (1) MEET5 AN51/ UL 790, CLA55 A, A5TM D3462, L qq�l/ A5TM 03161 r = _ PRE-GA5T GONG.. LINTEL U (L SECURED w/ (4) NAILS EA. _ = I — _ — — — — — — w/ 1 #5 REBAR (5EE LINTEL 5GHEDJ COMP. SHINGLES OVER 15# FELT (FELT: A5TM D 228 TYPE I) (3) MEETS UL R2453 PROGRAM ON 7/I6 OSB OR COX SHEATHING 26 6A. 6ALV,. FLASHING: (1) 6-90 6ALV. GOATIN6 (2) MEET5 A5TM A521 E, a o r~ PRE-ENGINEERED TRUSS 24" O.G. (3) REGULAR POLYESTER ' (1) MT512 EA. a TOP PLATE a o w w H w Y4/ (1) META22 a EA. TRU55 U.N.O. (4) 1.0/ 0.5 MILL. w/ PRIMER „ " SEE ELEV. 2 MT512 a TOP PLATE U.N.O. (5EE "5-2" SHEETS FOR w z o w z (5EE 5-2 5HEET5 FOR TRU55 PLANS) (5) MIN. THICKNE55 O.OISI IN. () a �+ a w Nd IX OR 2X P.T. BUGK5 TYP. TRU55 PLANS) ox a F � U o PITCH (6) CHROMATE TREATMENT I NAILED TO HIP GIRDERS AND HEADER U.N.O. PRE-ENGINEERED I I TRUSSES WINDOW OPENING ( x o x a wCQ PRE LAST GONG -LINTEL 2 5P4 a TOP OF HEADER - z ALUM. DRIP BEARING HT. I I I I w/ 1' #5 REBAR (5EE LINTEL 5GHED.) () w w A w w a x SEE ELEVATION (I) PER HEADER JACK AS REQ D O z H �aor~�o�� o. ALUM. R-30 INSULATION --- � N a� w z o o v FA5GIA 1/2" 6YP BOARD 0A w E z a�. LINTEL BLOCK W/ 1 #5 ROD °� �" w w 5EE I wa ozE- 2X4 OR 2X6 5UB ELEVATION HEADER HT. II FASCIA N xw�o x..N 5EE ELEVATIO IX OR 2X P.T. BUGK5 TYP. DOUBLE TOP PLATE E. o � o ST HEADER W/ I #5 ROD I I I I HEADER {U.N.O.) VENT. ALUM. �G/'` DBL. 2x12 #2 S.Y.P. W/ 1/2" FLITGH SOFFIT (REFER TO HEADER 5GHEVULE) DOOR OPENING ' - WINDOW (5EE FLOOR PLAN ( II FOR SIZE LOCATION) I GONG. BLOCK WALL FILLED w/ d' SEE ELEVATION 1 #5 REBAR GONT. FROM- FND. (A E S.Y.P. FOR FIN15H TO BOND BEAM HEADER 51DEK5 � II II II II . A I 2x4 #2 5.P.F. 5TUD5 a opt+ ® 16" O.G. r - � W MARBLE SILL Z • • O FULL LENGTH W O U PREGA5T SILL R-4.2 FOIL WALL STUDS LSTAIS a TOP 4 BOTTOM O E.,Z W � OF HEADER JACK I #5 BAR VERTICAL IN 1/2" 6YP BOARD OVER (1) PER HEADER JAGK A5 REO'D GONG. FILLED CELL FROM 3/4 P.T. FURRING WINDOW W AND DOOR ANCHORING FOR MASONRY'/ FRAME Cl) SLAB TO TIE BEAM TYP. I I 8" G.M.U. WIND O a EAGH DOWN CELL. :�� a NO CONNEGTOR5 REO'D 2x4 BOTTOM PLATE E 4 W CO (5EE FLOOR PLAN FOR ,� � FILLED CELL LOG) BASE TRIM A5 SPEC. N.T.S. O Z � ' ON 3/4 T. 4 6. DEGKIN6 alp 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ NOTE: (THESE REGUIREMENT5 APPLY WHEN WINDOW/ DOOR MANUFAGTURERS FASTENING METHOD 15 NOT SPEGIFIED) Z o #5 DOWEL W/ 12 HOOK Ilr 6x6 10/10 WIRE ME5H (OR W/ FIBER MESH) d' 4 25" LAP MIN. ' OVER 6-MIL VAPOR BARRIER i'�aW Z 0'-0" FIN. FL. LET -IN 2"x4" FINISH GRADE : �I a - - - -m FASTENED W/ 012dRNAIN BOARD ul PT 1X BUCKS FOR UJINDOUJS Ai�ID DOORSPT ZX BUCKS FOR UJINDOl.U5 AND DOORSFASTENERS AT EACH FLOOR JOIST(ALTERNATEN �a i a 1) NAIL W/.IOCI VIA OR HEAVIER POWER NAILS n' 5" OIG AND 3" MAX. FROM EN05 TYP. WITH - - - 3/4" MIN. EMBEDMENT INTO BLOCK. I.) INSTALL 3/I6DIAMETER SELF TAPPING •GONG.. PRE-ENGINEERED FLOOR TRU55 w/ _ - ANGHORS EIGHT (6) INGHE5 MAX. FROM END5 METAI6 a EACH FLOOR TRU55 4 r E�„4 „ AND 24" ON CENTER MAX. WITH I" MIN. EMBED. b-bd NAILS OVER PLYWOOD TO TRU55 a a I-4 I�I� GLEAN GOMPAGTED 2) FOR FA5TENIN6 WINDOWS AND DOOR5 TO 5U55TRATE I6"x20" FOOTER W/ TERMITE TREATED FILL INTO BLOCK. 2x4 PT NAILER TOE NAILED cr (5EE MANUFACTURER5 5PEGIFIGATION5) L � L TO FLOOR TRU55. (5EE PANEL 2 #5 BAR GONT. 2.) FOR FA5TENING WINDOW5 AND DOOR5 TO 5UB5TRATE 2x4 BLOGKIN6 a L5TAIb ATTACHMENT DETAIL FOR NAILING) (SEE MANUFACTURERS 5PEGIFIGATION5) 4 b-Sd NAIL5 OVER PLYHOODOCKINGTY' I CAL 8" CMU WAL_ L SECTION � ,4 " (USE (2) MT512 TO ANCHOR LINTEL BLOCK W/ I #5 ROD CD3 " - - TO FLOOR TRU55 GIRDER U. ) ~ SCALE: 3/4 = I O 2nd FLOOR EXTERIOR FRAME WALL USE Sd NAILS 12" O.G. MAX PRE-GA5T GONG. LINTEL � AN OFEN I NG UNDER H I R GIRDERSy FOR RADIAL FRAMING 2X P.T. BUGK5 TYP. W/ 1/16" 0.5.6. 5HEATHING D U5E 2X419 a 8" O.G. MAX. 5PAGING 2X BLOCKING W/ 8d NAILS ®I6" O.G. N.T.S. U5E (2) 2X's IN ABSENGE OF LOAD W/ Sd NAIL5 ON BOTH ENDS CONNEGTIN6 BEARING WOOD OR CONCRETE HEADER 1/16" O.S.B. 5HEATHIN6 i NN W —" — GONG. BLOGK WALL FILLED w/ 1 #5 REBAR GONT. FROM FND. TO BOND BEAM (TYP) P.T. 2X's FOR MA5ONRY (I 2x10 OR 10" TJI I6d NAIL5 ®2 O.G. EA. END TYP. FLOOR JOIST a 12" O.G. 10 GONNEGTIN6 2X HEADER TO 2X BUGKS II G I 3/4" GDX T46 DEGKIN6 FOR PERIMETER NAILIN( GINEERED Q 6 -O MAX. PRE -EN TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS FLOOR JOIST - INTO SUB -STRAIGHT 4 THROUGH SHEATHING WINDOW OPENING USE Sd NAIL5 a 12" O.G. WINDOW OPENING ®24" O.G. E i F-� IX TO 2X P.T. BUCK FOR MASONRY OPENINGS A L T E RN A T E W I N D O W H E A D E R USE (1) MT5M20 W/ 10-d NAIL5 a TRANSITION FROM JOIST AND (4) 3/I6" X 2-1/2" N S I D E M A S ON R),­ O R E N I NG TAPGON5 2 O.G. MIN. ® MA50NRY MASONRY WALL RAD 1AL FRAMING FOR WINDOWS N.T.5. drawn by: _ N.T.s. checked by: GP M1SSED STRAF DETAIL. FOfR date: 511102 AL CONY FLOOR J O 1ST T I E CI RKI G II E sheet 24"06" FULL 5GALE NOTE: (FOR MA50NRY OPENIN65 U5E 2X Bt)GK5) WALL ' ENGINEERING scale: IINIT HALF 5GALE I) INSTALL 3/I6" DIAMETER SELF TAPPING GONG. TO M A SN OR`' ALL (407) 774-9003 FAX: (407) 774-8477 FOUNDATION � P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 FRAMING DETAILS ANGHOR5 E16HT (5) INGHE5 MAX. FROM END5 THOMAS J. ANDERSON PEp 47819 N.T.S. AND 24" ON CENTER MAX. WITH I" MIN. EMBED. INTO BLOCK. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED I Maria Virginia Caparros, P.E. THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. CD3 'JAN 10 2003 -- - JL W G.VV%F REV. DATE 7/Ib" O.S.B. OR G.D.X. ROOF SHEATHING 1/I6" 0.5.B. OR G.D.X. ROOF 5HEATHIN6 I 5EE ROOF NAILIN6 5GHEDULE 5EE ROOF NAILING 5GHEDULE T/ PRE-EN6INEERED 2x4 BLOCKING ® 45" O.G. MAX 2x4 BLOGKIN6 ® 45" D.G. MAX &ABLE TRU55 FIRST 3 TRU55 BAYS FIRST 3 TRU55 BAYS 15# FELT 2x4 DIAGONAL BRAGIN6 0 48" O.G. 2x4 DIAGONAL $RAGING a 4b" O.G. 1/2" DIA. "J" ANCHOR BOLT 2x4 a 45" O.G. W/ A34's I6" MAX. TO 3rd. TRU55 (START DIA6. 2x4 0 46" D.G. W/ A34's 16" MAX. TO 3rd. TRU55 (START DIA6. 32" OL. MAX. EMBED 4" MIN. CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2xb GONT. OR BRAGIN6 6' FROM END OF TRU55) E — — — W/ 2"x2"xl/b" WASHERS 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS 2x4 GONT. U5E 4-12d NAILS AT GONNEGTION5 1/16" O.S.B. o a w a SHEATHING DRIP EDGE 1 DRIP EDGE , w z o w 2"xb"P•T.PLATEU.N,O. ��,. =` — — ------ �— --- .�— ------ a�aWdo z z ALUM. FACIA - TRUSSES ALUM. FACIA o w a w VENTED 50FF I T / " -� �. � ®24 O.G. VENTED SOFFIT � � i � � a � c,� � w z a Ibd NAILS 12 O.G. (TYPICAL) w ��, w 8"'x8" LINTEL BLOCK �7/ib" O.S.B. OR G.D.X. GABLE SHEATHING A ^ —,,-, — � ` — -" —' — — —' "HI: 7/16" O.S.B. OR C.D.X. GABLE SHEATHING � � � TRUSSES ::H:: F � � F FLASHING TIE BEAM GONG. FILLED W/ bd RING SHANK NAIL5 ® 4" O.G. W/ 8d RING SHANK NAILS 0 4" O.C. . ®24" O•C• w 5 a W w = C -- w/ 2 #5 DIA. RODS GONT. ON ED6E5 AND 12" O.G. IN FIELD ( ON EDGES AND 12" O.C. IN FIELD A A , (TYPICAL) o v z Ex•, A a �METAIb WIRED 4 1/2" APART :: VAULTED TRU55E5 " 1 � � x p o 0 a � � >. — W/ 25" MIN. LAP 2x4 MEMBERS 0 24 O.G. NAILED i 1/2 GYP BDARD ®24" O.G. (TYPICAL) &ABLE END TRU55 REINFORGIN6 2x4 MEMBERS 0 16 O.C. NAILED I i o o rn a 24 O.G. MAX. TO TRU55 W/ 16d ®6 D.G. � 2x4 FIRE BLOCKING 2x's NAILED TO VERTICAL WEB TO TRUSS W/ 16d 0 6 O.C. �j' i � � — ,— — — — w a � z z F o 0 U5E 2xb MEMBER5 WHEN "H" > 8'-D" NAIL 2-Ibd EA. 2x4 BLOCK w/ Ibd NAIL5 � 6" O.G. USE 2x6 MEMBERS WHEN "H" > 8'-0" — — — — — — — -'� °" N w J — w E. pa z 4 1/2 — 6ABLE END TRU55 GABLE END TRUSS \ w a w � w W z " 3-Ibd NAIL5 ®EACH QUT51DE — 2x4 KNEE WALL ® 24" O.G. TRU55 PER BRACE w a o z M REFER TO ELEVATION — ...._ — — — x 0 Pa o x ,.., 0 FOR FINISH — — 16d NAIL5 ®12" O.G. �� (2x4 STUD MATCH VAULT) 16d NAILS 0 12" O.C. -- 2x6 P.T. PLATE GONT. 3-Ibd NAILS EACH �'' o �' o X W1 1/2" ANCHOR BOLT5 TRU55 PER BRACE -- — METAlb ALONG 6ABLE TRU55 ;; 2x6 P.T. PLATE GONT, W/ 1/2" ANCHOR BOLTS META16 ALONG GABLE TRUSS „ 0 32" O.G. W/ 4" EMBED 1/2" GYP BOARD ® 24" O.G. MAX. W/ 1-IOd NAIL5 ii ® 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/b" WA5HER5 " n W/ 2 x2 xl/8 WA5HERS x 0 24 O.C. MAX. W/ 7-10d NAILS u OR 1/4" x 3" &ALV. LA& BOLT5 0 I6" O.G. OR 1/4" x 3" GALV. LAG BOLTS 0 16" O.C. ,, LINTEL BLOCK W/ 2 #5 DIA. RODS GQNT. CO LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. REFER TO ELEVATIONS FOR FINISH REFER TO ELEVATIONS FOR FINISH d� EXI5TIN6 VERTICAL TRU55 WEBS GA5LE ENDWALL DETAIL co WALL TO GA5LE ENDWALL DETAIL A50N �' WALL 5'ECTION A- 1°IA&ON � WALL . �®i2 ��1l�LT�D CEILING �T 1�P � DETAIL �T i� SCALE: N.T.S. S T N - ... SCALE: 5/4ZO O " = 1'-O" SCALE: 5/4" = V-O" W Q, CU �w ;.4 1/I6" 0.5.6. OR G.D.X. ROOF 5HEATHIN6 1/16" 0.5.6. OR G.D.X. ROOF SHEATHING O E-4 Z N SEE ROOF NAILING 56HEDULE 5EE ROOF NAILIN6 5GHEDULE W cz : 2x4 BLOCKING ® 45" O.G. MAX 2x4 BLOGKIN6 ® 48 O.G. MAX F I R5T 3 TRU55 BAYS F I R5T 3 TRU55 BAY5 2X4 DIAGONAL BRAGlNG ®48" O.G. 2X4 DIAGONAL BRAGIN6 a 48" O.G. Ex., H 2x4 ® 48" O.G. W/ A34'5 16" MAX. TO 3rd. TRU55 (START DIA6. 2x4 ®48" O.G. W/ A34's I6" MAX. TO 3rd. TRU55 {START DIA6. f t'i Z �''. ,'s CONNECTED TO TRU55 MAX. 2x6 CONT. OR BRAGIN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2xb GONT. OR BRAGIN6 b' FROM END OF TRU55) O O �. 2x4 GONT. U5E 4-12d NAIL5 AT GONNEGTION5 2x4 GONT. U5E 4-12d NAIL5 AT GONNEG710N5 Z LINTEL DRIP EDGE , DRIP EDGE — — — a .. —y---- --- ..�_._ ------ ALUM. FACIA —a.` — — ------ W ALUM. FACIA < i �. <� Z • PREGA5T HEADER � VENTED SOFFIT — i � O ------ DOOR TRACK VENTED SOFFIT � � � � � 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i' TRUSSES 7/16" O.S.B. OR C.D.X. GABLE SHEATHING �' TRUSSES W 8d RING SHANK NAILS 0 4" O.C. 'C ® 24" O.G. W/ 8d RING SHANK NAILS 0 4" O.C. �>` '�� ®24" O.G. / ON EDGES AND 12" O.C. IN FIELD i \ (TYPICAL) ON EDGES AND 12" O.C. IN FIELD / i IN. I.,(TYPiGA1) 2 X 8 (PT) PLATE 'EACH GABLE END TRUSS GABLE END TRUSS o W 51DE OF DOOR OPENING 16d NAILS 0 12" O.C. (l) HGAIO ®48" O.G. ON TOP 16d NAILS 0 12" O.C. (I) HGAIO ®4b" O.G. ON TOP A I a PLATE BEHIND GABLE TRU55 3-Ibd NAIL5 ® EACH PLATE BEHIND GABLE TRU55 3-Ibd NAIL5 ®EACH car y L5TAO's ALONG 6ABLE TRU55 DOUBLE 2"x4" TOP PLATE TRU55 PER BRACE L5TAI8's ALON6 6ABLE TRU55 DOUBLE 2"x4" TOP PLATE TRU55 PER BRACE H (4) 1/2" AB--7" L&. ® 24" O.G. MAX. W/ 10-I0d NAILS 1/2" GYP BOARD ® 24" O.G. MAX. W/ 110-I0d NAIL5 " I/2 &YP BOARD ® EA. DOOR TRACK W!2" SQ. WASHER 4 NUT DBL. 2x 12 BEAM w/ REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FIN15H 1/2" FLITCH PLATE AT FILLED CELL ENDWALL PLATE. U5E 2"x4" BLOCKING FLAT WAYS AT JOINT. POCKET INTO 2X4 WALL OR 1/16 055 SHEATHING 2 "x4" STUDS ®I6D.G. (1) PG GAPS a BEAM TO P05T P,T. P05T (SEE FLOOR PLAN FOR I/2" DRYWALL 51XE, LOCATION 4 FIN15H) 10, GAfRAC E DOOfi�' C-s� L NDI,U�LL DROFFEZ) 1-- EAC)E l !' OFEN INCH TAIL AT FRA�IE WALL TRACK 1*ICUNT DETAIL � SCALE: 314" = I'-O" mmommmmmmummummum SCALE: 3/4" = I'-O" N.T.5. (1) 5P4 EVERY OTHER STUD W/ 10-10d NAILS ~ L5TAI8 ® 5EE "5-2" SHEETS FOR TRU55 PLANS DOUBLE TOP PLATE TOP 4 BOTTOM @ WALL 5TUD5 4 HEADER 7BOTTOM OF HEADER AND CONNECTOR 5GHEDULE SEE 5-2 5HEET5 FOR TRU55 PLANS C:d W AND CONNECTOR 56HEDULE DOUBLE TOP PLATE HEADER (2) 2x12 W/ I/2" COX FLITCH 1/I6" OSB OR COX PLYWOOD EXTERIOR 5HEATHING NAILED N�N III W/ IOd GALV. a 3" O.G. E06E5Inm AND 12" O.G. FIELD — — — — 2x4 5YP OR #2 5PF ® 16" O.G. W/ (1) 5P4 EVERY OTHER 5TUD HEADER STUDS 2x4 P.T. WALL STUD W/ (3) I/2" ® TOP AND BOTTOM TYP. (U5E 5P6's FOR 2xb 5TUD5 4 WALL STUDS 'Sii4 ��4 (U5E 5P6'5 FOR 2x(b 5TUD5 4 5P8's FOR 2xb 5TUD5 IN LIEU ®Ib" O.G. DIA. ANCHOR BOLTS TO BLOCK 5Pb'5 FOR 2xb 5TUD5 IN LIEU OF 5P4's FOR 2x4 5TU05) FULL LENGTH OF 5P4's FOR 2x4 5TU05) 5TUD5 WALL 5TUD5 E-- - 1/2" DIA. x b" ANCHOR 13OLT5 1 Lu 0 W/ EMBED 6" MIN. 2"x2"xl/8" NO GONNECTOR5 REQ'D WA5HER5, LOCATED WITHIN �-- - drawn - —Q - - —i by: _ 6" OF EACH END AND 24" 7�v O.G. MAX. ELSEWHERE o — i - - - — — — — checked by:Gp (1) 5P4 a BOTTOM OF EVERY 2x #2 5PF (2" LARGER THAN RAFTERS) I 1 .111. d -OTHER STUD 4 HEADER 5TUD5 I/2" DIA. x 8" ANCHOR BOLT - - - -,� w/ (3) Ibd FOR 2Xb, (4) Ibd FOR 2Xb, date: 3/I /02 (5) Ibd FOR 2XIO, (&)Ibd FOR 2XI2 OR EXPAN51ON ANCHOR w/ <{�� SQv VKKI CANS Sheet 24"x3b" FULL 5GALE 2 x2 xi/b WA5HER5 LOCATED Scale: IINIT HALF 5GALE 2x4 P.T. BOTTOM PLATE lo WITHIN 6" OF EACH CORNER 2x #2 5YP RAFTER w/ 5IMP50N ENGINEERING 4 32" O.G. MAX. ELSE WHERE A34 0 RIDGE BOARD 4 PLATE (407) 774-9003 FAX: (407) 774-8477 ROOF $FRAMING DETAILS COMPOSITE LINTEL, PREGA5T LINTEL, P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 OR SITE GA5T CONCRETE ANCHOR BOLT5 ® 52" O.G. MIN, THOMAS J. ANDERSON PE# 47819 2X RIDGE (2 LARGER THAN RAFTERS) * I I ` * ` COMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE V L L � ( TAIL THIS STRUCTURE HAS BEEN DESIGNED TO MEET DR EXCEED <1 V E UJ A L L _ E X T E fR I O R T O � A� ®I �t � OR SITE CAST CONCRETE E X T E F I O fR F fR A E� � 1 ALL 4 O PE N I N� -�'--` :Virginia Caparros. P•E• THE 120 M.P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS . _ I ' I U✓ N•T•5• ✓ OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. //nn N.T.S. . Rn,..:.,f.T n�•.�rn i�,i�7�J CD5 JAN 10 2003 REV. DATE PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED FLOOR J015T SEE "5-2" SHEETS FOR TRU55 PLANS SEE "5-2" 5HEET5 FOR TRU55 PLANS (1) MT516 OR EQUIV. W/ (4) TAPGON5 5P4 W/ 10-IOd NAILS 3II6" X 2-1/2" ®2" OlG MIN. o E- Ae t: o EVERY OTHER LINTEL mzo�mpWqR WALL 5TUD 0 1/2" EXP. ANCHOR x 6" LONG z 0 a�wf,c� o Kfal 55 LINTEL STR F DETAIL ��o �z GABLE END TRU55 � I � � � � � Q DOUBLE TOP PLATE O t�.OD � U 56 TO LINTEL �' .E" x (1) H3 o EACH FLOOR J015T TO TOP PLATE, USE 8-5d NAILS N.T S. 000 G p (l) MT512 ®EACH ROOF TRUSS (UNLESS NOTED OTHERWISE) TO TOP PLATE, USE 14-I0d NAIL5 16d COMMON OR (2) 2xb PT TOP PLATE (UNLE55 NOTED OTHERK5E) GUN NAILS 3" DIG 12" EXTENDED BEYOND wA �WWA� OPENING. w w o z WALL M05 (b FT MAX. OPENING)0.4 off+, x�o co FILLED GELLS EA. 51DE OF WINDOW PRE-ENGfNEERED It OPENING ROOF TRUSS W d+ (5EE FLOOR PLAN) 8" G.MU. VslALLr. 1/2" VIA. x 8" ANCHOR BOLT OR EXPANSION ANCHOR w/ A 2"x2"xl/8" WASHERS LOCATED (VE RTIGAL) • EACH CORNER yy�� { I HEADER 'I" I 2x P.T. FRAM I NC7 Ew-� W WITHIN 6 OF G�AJ.-•�L E END TRU55 HEADER :� 32" O.G. MAX. U.N.O. ANCHORED TO G.M.U. WALL Z „ " O ,,SON '�' INTE L W/ 5/16" x 3" TAPGON5 W o 111.1 O ICI ®4 O.G. MAX. 5 SP4 • BOTTOM OF 2x4 P.T. BOTTOM PLATE NTS TEXTURED GEMENTITIOU co = .-4 COMP051TE LINTEL, PREGA5T LINTEL, EVERY OTHER FINISH ~ � OR 51TE CA5T CON CRETE WALL STUD ,_ „ 1/2" P.T. PLYWOOD !,_4„ d+ I/2" P.T. PLYWOOD 1 4 OVER 2x P.T. FRAMING •�4 OVER 2x P.T. FRAMIIN6 Z L EW INTERIOR LOAD-5EAR'ING FfRA E WALL DETAIL H/ Sd NAIL5 0 6" O.G. MIN. 2 T. MI EACH SIDE OF JOINT ® 12" O.G. 12d 1 F MlNG - 5" MIN. O O C�3 �. rl.T.s. (12" O.G. TYP.) B FINI5HED GRADE ) tit CANTILEVERED COLUMN DETAIL. x a N.tS. DOUBLE 2x4 TOP PLATE C E.,, W EI�I� 11 1/4" DIA. FLUE PV 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME PRE -MANUFACTURED GALVANIZED FLASHIN6 CHIMNEY GAP PER MANUFAC.1.URBR,s SP C.'5 SP4 W/ I0-10d NAIL5 o EVERY OTHER WALL STUD WALL STUDS (1) SPI EVERY OTHER STUD '1II6" 0.5 3. OR G.D.X. ROOF SHEATHING 7/I6" o.SB. OR G.D.X. GABLE SHEATHING TOP OF CHIMNEY SHALL BE A MINIMUM K 8d RING SHANK NAILS o 4" O.G. 2x4 BLOCKING ®48" O.G. MAX 2x4 BLOGKIN6 o 48" D.G. MAX OFF 2'-0" ABOVE A POINT WITHIN 0-0" ---�----- ON ED6E5 AND 12" O.G. IN FIELD CONTINUOUS TO END OF GABLE FIRST 2 TRU55 BAYS OF THE RAREST ROOF 2x4 BOTTOM PLATE USE 4-12d NAILS AT CONNECTIONS USE 4-12d NAILS AT CONNECTIONS 2X4 FRAMED CRICKET VV 2X4 #2 5YP ® 16" 0/0 GALVANIZED FLA5HIN6 TRUSSES 2x4 TOP PLATE — — — �j ® 24" D.C. + ~ (TYPICAL) (1) L5TA30 Wl 22-I0d NAIL5—/ E--4 0 EVERY OTHER WALL 5TUD -' - — — (4)Ibd COMMONS NAILED W ® EACH END "� 1/2" GYP BOARD o 24" D TRUSSES PICAL) &ALV. FLASHING +++ (2) 16dW MMONS NDERTICAL 4NAILED Prol WALL STUDS 2x6 OR 2x8 5TUD5 ® 24 O.G. 2x4 FIRE BLOCKING i Q FRAMED UP TO ROOF DECK NAIL 2-16d EA. 2x4 BLOCK W/ (1) 5Pb OR 5P8 ON EVERY OTHER STUD o TOP AND BOTTOM FOR 2xb WALLS USE 2x4 STUDS 0 24" O.C. + + 1/16" 0.5.5. OR C.D.X. 5HEATHINC7 " (MATCH VAULT) W/ 8d RING SHANK NAIL5 a 4" O.G. + 2x4 *2 SYP. BLOCKING ON E06E5 AND 12" O.G. IN FIELD ii 2x6 OR 2x8 P.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS + a 32" O.G, W/ 4" EMBED U.N.O. W/ 2"x2"xi/8" WASHERS REFER TO ELEVATIONS FOR FINISH II LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. NAIL AS SHOWN YV/ IOd NAIL5 1/2 VIA. x 8 ANCHOR BOLT EXTERIOR INTERIOR OR EXPANSION ANCHOR W/ FIRE F L A C E CHIMNEY DETAIL drawn by: 2"x2"xi/8" WA5HER5 LOCATED WITHIN 611 OF EACH CORNER 8 32 O.G. MAX. U.N.O. EXTERIOR checked C.� EXTERIOR E3AL.L.00N FRAMING-1: ON C � i '' II'' N TRU55E5 date: 3/1 /U2 5P4 ®BOTTOM OF 2x4 P.T. BOTTOM PLATE SONj�� �� 5 W C�KR/ CANS24 COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER She t 1"Al" ° FULL SCALE rE WALL STUD SCALE: 3/4" = 1'-0°ENGINEERING �ca�e: I}"xi-i" HALF SCALE tr OR 51TE CAST CONCRETE (407) 774-9003 FAX: (407) 774-8477 ROOF FRAMING DETAILS P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 INTERIOR LOAD-5EAFRING FRAME WALL. W1 L. O AD - 5 E AR I NCB FRAME 'KNEE - LUA L Le 4 5O VE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 KRI-1. 3 SECOND GUST WIND LOAD REQUIREMENTS Mari Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION. N.T.S. -I--- I CD6 Florida cense 0 53989 JAN 10 2003 i s STRUCTURAL G-ENERAL_ 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 857. 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. 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 FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION P.D. BOX 547819 .5109 CARDER ROAD ORLANDO, FLORIDA 32854-7819 OFFICE, (407) 298-1900 DISPATCH, (407) 299-7494 PRECAST/PRESTRESSED LINTELS GRAVITY LOADS (145 T. & B.) GRAVITY LOADS (245 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN (ft.) A C 8-8SL5 8-12SL5 8-16SL5 8-20SL5 8-24SL5 8-28SL5 8-32SL5 8-8SL25 8-12SL25 8-16SL25 8-20SL25 8-24SL25 8-28SL25 8-32SL25 L-1 2'-10" 1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 3'-6" 2'-2" 5726 15629 21014 21014 21014 21014 21014 11 5726 17439 21014 21014 21014 21014 21014 L-3 4'-0" 2'-8" 4043 8564 14846 17079 17079 17079 17079 4043 8564 17079 17079 17079 17079 17079 L-4 4'-6" 3'-2" 3121 5676 10498 13732 14385 14385 14385 3121 5676 13862 14385 14385 14385 14385 4'-8" 3'-4" 2896 5092 9445 12355 13653 13653 13653 2896 5092 11472 13653 13653 13653 13653 L-5 5'-4" 4'-0" 2260 3639 6551 8570 10594 11400 11400 2260 3639 6871 11400 11400 11400 11400 L-6 5-10" 4'-6" 1934 2988 5144 6732 8323 9916 10127 1934 2988 5263 9584 10127 10127 10127 Q w !r 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 V-0" 6'-8" 1188 1689 2620 3893 4935 5880 6826 1188 1689 2620 3893 5733 6837 6837 L-9 V-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" 1 737 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 w L-17 15-4" 14'-0" 440 700 1300 1900 2300 2720 3160 480 1000 1460 1900 2300 2700 3420 w L-18 17'-4" 16'-0" 320 600 1000 1500 1800 2300 2640 320 800 1240 1500 1800 2300 2640 0- L-19 19'-4" 18'-0" 250 420 660 1060 1500 1900 2300 250 640 920 1360 1500 1900 2300 L-21 21'-4" 20'-0" 190 340 620 960 1400 1800 2200 210 560 820 1120 1400 1800 2200 22'-0" 20'-8" 160 320 600 900 1300 1700 2000 190 500 800 1060 1300 1700 2000 -22 FL 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 EL 8 U U 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL 8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR "A" Steel "B" Steel h 7 5/8" 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 2-#5, 1-#3 STM RECESS DOOR HEADERS GRAVITY LOADS (145 T. & B.) MARK NO. OVERALL LENGTH M) CLEAR SPAN (ft.) DR OO SIZE (ft.) A C 8-6SR5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 8-30SR5 M-1 3'-8" 2'-4" 2'-0" 2720 8243 18810 19543 19543 19543 19543 M-2 41-0" 2'-8" 2'-4" 2075 6215 12105 17102 17102 17102 17102 H M-3 4'-4" 3'-0" 2'-8" 1632 4988 11089 15204 15204 15204 15204 w chi. M-4 4'-8" 3'-4" 3'-0" 1315 4155 8354 13680 13680 13680 13680 M-5 5-8" 4'-4" 4'-0" 1376 2785 4805 8418 10524 10524 10524 M-7 6'-8" 5'-4" 5-0" 896 2093 3372 5285 8463 8550 8550 M-8 7'-8" 6'-4" 6'-0" 625 1551 2598 3852 6363 7200 6859 M-9 9'-8" 8'-4" 8'-0" 346 859 1790 2497 3648 4592 3863 PRESTRESSED PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 13'-4" to 19'-4" 2 - #3 2 - 7/160 STRAND 21'-4" to 24'-0" 2 - #3 2 - 7/160 STRAND and 2-#4 "A" Steel "B" Steel h r. 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 P.O. BOX 11 BRANDON, FL 33509-0011 OFFICE: (813) 685-5615 FAX: (813) 821-6227 WINDOWS, PORCH, 4 GARAGE DOORS PRECAST LINTEL (8"X8" FILLED) PRECAST LINTEL (S"XIro" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel 51ze Filled (1) #5 8"x8" Filled (2) #5 8"x8" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B A B G D E L-I I'-6" 2'-10" 7845 8122 12374 125g1 12867 L-2 2'-2" 3'-6" 5413 5604 6455 8680 8871 L-3 2'-8" 4'-0" 4383 4535 6868 7023 7118 L-4 3'-2" 4'-6" 3686 3817 5772 5g02 6033 L-5 4'-0" 5'-4" 2a06 3010 4546 464g 4153 L-6 4'-b" 5'-10" 2577 2b6g 4028 4120 4212 L-7 5'-2" 61-6" 2167 2245 3352 3460 3538 L-8 6'-2" 7'-6" 1865 10132 20108 26175 3042 L-g 7'-0" 8'-4" 1636 16% 2545 2607 2666 L-10 8'-0" G1'-4" 1425 1476 2215 2267 231g L-11 g'-2" 10'-6" 1236 1281 10118 Ig36 20001 L-12 10'-0" 11'-4" 1126 1170 17441 17g0 1552 L-0 11'-2" i2'-b" 1004 1042 1554 15411 1628 L-14 12'-0" 13'-4" G131 C135 1438 1473 1507 L-15 12'-8" 14'-0" 783 754 1356 138q 1421 L-16 1&-4* 14' 8' '160 1165 129M 1146 02 L-17 W-0' W-45 6817 661 1526 1376 143 >i L-18 161-01 111'-4' 521 529 100 1141*7 1�0 L-14 01-0' W-48 406 4C* IC" 10" 1104 L 20 IV-8" 20'-0" M6 W" q80 roil? low L-21 20'-O" 21'-W 302 303 880 qi5 454 L-22 228" 24#-O" 2VI 294 740 T15 801 NOTE: Bold numbers represent precast linitels prestressed using (2) 7/16" Diameter Prestressing strands. DOORS PRECAST LINTEL (S"Xro" FILLED) PRECAST LINTEL (6"X14" COMPOSITE) Total Allowable 5uperlmposed Load - Pounds per Linear Foot Mark No. Clear Span Lintel Size Filled (1) #5 8"xb" Filled (2) #5 8"x6" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Fi►led (2) #5 T 4 B B G D E M-2 2'-8" 4'-0" 1823 N.R. 6850 N.R. N.R. M-4 3'-8" 4'-8" 1203 N.R. 3825 N.R. N.R. M-5 4'-811 5'-8" 554 N.R. 4120 N.R. N.R. M-8 (0'-8" 7'-8" 570 N.R. 2315 N.R N.R M-g 8'-4" g'-8" 500 N.R. 1145 N.R. N.R. GENERAL NOTES 1) CODES: 1.1 STANDARD BUILDING CODE (1999) AND FLORIDA BUILDING CODE (2001). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS M►NiMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-98). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 4000 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 6000 PSi 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 3000 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 40), (GRADE 60) FOR PRE -STRESSED. 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. N.R. = NOT RATED FIGURE N0. 1 25W P51 GONG. FILL (CONCRETE PLACED IN FIELD) STD 00' NOOK * EACH END OF STIRRUP W/2 V2• LE& EXTENSION i PAST BEND. (IYP) 9 (� `� . ' • TOP LEG BAR. + i W6' BAR. EACH LES 4• G G � 1 ° : 1 (TIED OR )-CLO ) 4 � F + 1 BOTTOM STEEL -SEE SCHEDULE + -- ---- 'A' BAR NOTE. .A. BAR ' 1. MINIMUM GONERA&E OF STEEL - 15' MIN. 1i1p. MM 2. CONCRETE STRENGTH AT RELEASE - 3900 PSI TYPICAL LINTEL SECTION PRECAST CONCRETE Saul M. FIGURE N0. 3 r- N M5 BAR GONnwaS • , �; . CONCRETE BLOCK 'KNOCK-OtM COURSE (F' M - 12W PSIJ CELL5 AND 'V' LINTEL FILLED W WWRETE PLACED IN FIELD (2500 PSIJ 'V' LINTELS AS SHOWN IN • FIGURES NO. I OR NO. 2 (1) 03 BAR CONTINUOUS COMPOSITE LINTEL 5ECTION %GALE= Kr5 FIGURE NO. 2 2500 P51 GONG. FILL (CONCRETE PLACED IN FIELD) STD 180" NOOK * EACH END OF STIRRUP 1442 1/2' LEG EXTENSION PAST BEND. (rYPJ '� .. + • 3/5' BAR. EACM LE& 1 , 1/32" STIRRUPS (POWTIONERS) AT 4'-0' 0-0 AND AT 6" WITHIN 2 FEET OF ENDS (TIED OR WELDED) r { / BOTTOM STEEL - SEE SCMEDUI.E 1 _S) "A' BAR 1/16" PRESTRESSED STRAND NOTE. "A" BAR MIN. JA". MIN. I. MINIMUM GOVERAGe OF STEEL - IS" 2. CONCRETE STRENGTH AT RELEASE - 5SOO PSI S. STRAND FOR PRESTRESSING TENDONS- ASTM A416 4. MINIMUM PRESTRESS FORCE PRIOR TO LOSSES - 43SK TOTAL TYPICAL LINTEL SECTION PRECAST W1 MSTRE56 WNFORCEMENT 5(.. Krs 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530, 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 4.2 ALLOWABLE LOADS ARE TOTAL SUPER IMPOSED LOADS. 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE ALLOWABLE LOAD TABLES BY DETERMINING THE MAXIMUM RESISTING SHEAR AND MOMENTS. Caparrros, P.E. tMVKKICANE ENGINEERING (4on)114-SM3 FAX. (401) T14-8411 MO. BOX 1616% ALTAMONTE SPRMGB, PL 321I6 TNOMA6 J. Ai DER80N PE' 4181S ® 1� E+ A p E"' oawa A wzOv�,N a'� P. o 0 a HE- PO4, Z 10 10, O"�00 H`� �,taA azcw a 0 W ��Hz 0 w 214 04 f l N rn NIZIOME-4 O 0 Warn P'+ CC\2 ADO WOE -9 Z W �+ W0.'q ,^ L�1 Z O x a _ ddrcHn eby: Op 3/1/02 5(416. NONE LINTEL 5HEOULE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. ICDILS 'JAN 10 2003 JAN 10 2003 C)C\UlAiN nt f ON (::MOODvE PERMIT 0