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HomeMy WebLinkAbout131 Calabria Springs Cove 03-6 New construction SFHPERMIT ADDRESS CONTRACTOR 0 ADDRESS { PHONE NUMBER i`\y PROPERTY OWNER - >C `Z ��c•� k �- --� cry ;r� ADDRESS h PHONE NUMBER ELECTRICAL CONTRACTOR t, `Y MECHANICAL CONTRACTOR PLUMBING CONTRACTOR V `) r \ r MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR p FEE FEE a � SUBDIVISION PERMIT # DATE \ U- PERMIT DESCRIPTION PERMRT VALUATION SQUARE FOOTAGE , C� i d d r� cn cn 0 d H i b � Y i l � i R 1 i ' .�� ul Il� jll ��i 1KA TRADITION QUALITY VALUE DESIGN NOTES: BASIC, WIND SPEED - 100 M.P.H. (FASTEST MILE) 120 M.P.H. (3 5ECOND OUST) HIND IMPORTANCE FACTOR = 1.0 i�IND EXPOSURE CATEGORY = B ENCLOSED 5TRUCTURE: APPLICABLE INTERNAL FRE55URE COEFFICIENT 0.18 (INCLUDED IN DE51 ON WIND LOAD) DESIGN WIND LOADS - WALL5 = +22 , r18 P5F - ROOFS = +20 -20 P5F (-50 P5F AT OVERIHANO5) STRUCTURAL LIVE LOADS - ROOF = +23/ -25 PSF - OVERHANO5 = +23/ -55 P517 GONSTRUGTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF 5TOR1 E5: I BUILDING HEIGHT: 13'-2" (MEAN ROOF HEIGHT) 5TfP,UGTUR,4L NOTES: 1) CODES: 1.1 Florida Building Code 2001 Edition (FBC 1606) 1.2 Building Code Requirements for Reinforced Concrete (AGI 318-ci5) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (ASCE 2) CONCRETE: 2.1 Concrete Compressive Strength at 2& days: 2.1.1 Precast with standard reinforcement - 5,500 PSI 2.1.2 Precast with prestress reinforcement - 5,000 P51 2.1.3 Concrete fill (placed in field) - 2,500 PSI 2.2 Reinforcing Bars: 2.2.1 Steel placed in precast lintel at time of fabrication ASTM A615 (Grade 60) 2.2.2 5teel In lintel and knockout block (placed in field) A5TM A615 (Oracle 40) 2.5 Prestress Strands ASTM A416 -7-Wire 2.4 Detail Reinforcement in Acordance with AC,[ 515 2.5 Concreting Operations Shall Gompiy with AGI Standards 5) MA50NR'(: 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 P51 5.5 Mortar Shall be Type 5 4) WOOD: 4.1 Hood Products Promotion Council 4.2 All Structural Hood Members Shall Have a Controlled Fiber Stress Oracle of at Least 1200 P51 (Fb) j L ri J!J� G-ENEFR L NOTES 1. ALL E'LAN5 AfRE GENERATED WITH THE AID OF COMf=UTER AIDED DRAFTING 5'T'STEM. 2. DIMENSIONS AND NOTATIONS ON f'LAN5 HAVE F=fREFERENCE OVER G fiRAFHIC DEPICTIONS AND SHOULD BE UTILIZED TO SETTLE ,4N� DISCf:;�,>Efi ANCiE& - AN'i- D15CizD,EfPANCIE5 FOUND SHOULD E3E FOR:IWARDED TO THE F=ILANNiNGr AND DE51G;N DEF=ARTMENT OF 5EAZEf, HOMES, INC. 3, PLANS 4f�E GENEF-,ATED FF;POM A COMMON C;i�Af HIC DATA- f3A5E WITH MODIFICATIONS AS fzEOUIFiIED To 4D,4f=,T f=L AN5 TO LOCAL 51J I L D ING CONDITIONS AND 5f:=ECS FOF,:1 EACH LOCALIT-i'. GENEFRAL CONSTfRUACTION SFECFIC TIONS 1. THIS 5TF:,1UCTUf;;�,E HAS SEEN DESIGNED TO MEET 4. T'i'1='ICAL_ WALL_ SECTIONS, FOUNDATION DETAILS, OR EXCEED THE 120 M.P.H. (3 SEC. GUST) WIND LOAD FFAMING DETAILS, ROOF DETAILS, AND F f;;;�E0Uif;P,EMENT5 OF THE FLOf;;;,'IDA 5UILDING CODE ENC-;INEEf;PINC� Si=ECIFiCATIONS AF;;�E FOUND 2001 EDITION, ON 11511 AND "CD" SHEETS. 2. f=f;;;�E5UMPTIVE 501L f�f�E55URE 15 2000 LE35/5F. 5. TEMFEf;;�,:ED. GLASS INSTALLED W, 4EF;;,E REOUiFED B'i' CODE. 3. ALL HOUSE 5L,455 TO BE 2500 f 5i CONCF,:IETE MINIMUM &.ALL CON5TF-=,1UCTION SFECiFICATIONS NOT COVEFED IN TH15 &HEET, AND ALL Gz,4F; AGE 5LA135 TO E3E 2500 f=51 CONCf�=-,ETE OfR IN FLAN SETS AND GENEF,:IAL 5f=ECIFICATiON5, ARE TO MEET MINIMUM UNLESS NOTED OTHERUJI5E. ALL Af=FLICAE3LE STATE AND LOCAL BUILDING CODES. TAE3L.E OF CONTENTS SHEET DESGRI PTI ON 05-1.0 COVER SHEET 5-1.0 FOUNDATION PLAN A-1.0 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0 ROOF TRU55 PLANS E-I.O ELECTRICAL PLAN (CD -SHEETS) GONSTRUOTION DETAILS AND SPECIFICATIONS PLAN REVISIONS SGHEDULE REV` SHEETS AFFECTED DESCRIPTION OF GHANOES DATE K(IKKIC41NE ENGINEERING (401) 114-SO03 FAX: (401) 114-8411 P.O. BOX 161613 ALTAMONTE 5Pt21NGS, FL 32116 THOMAS J. ANDERSON PE" 41615 REV. DATE H E; a4zo(r� wwwE&4w z ay,AwN�� z acw7 �E- o >-' � o o � a Wcat F w�wEy�ax � o�Oz@HA1-" Z '0'E, v�i a ww w�wz wwwaaoz� Eawo�x� W OM Q, o V 0 HZ� o ICJ E,, maw �Z O z 0 E-+ CY u � W�T4 � oa O � N drawn by: NLJ checked by: GP date: 8/31 /O2 5c01e: A5 NOTED COVER SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 'S t 0 THE 120 M.P.H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, i 0 w r I 1 Y i e 4 I S 1 i 1 r h i 9 r U 1 i ', ',, i k :.: � V i 4 'ti S d Q m P 9 I i s r "v L ELECT IGAL LEOEN� SYMBOL C��SGi�' I i�Ti Ot�l =E) DUPLEX RECEPTACLE �In sw I/2 SHITGHED DUPLEX RECEPTACLE FI GFI PROTECTED REGEPTALGE GFI/hP WEATHERPROOF/GFI PROTECTED RECEPTACLE i 42' AFF GFI PROTECTED REGEPTALGE ®42" A.F.F 220 VOLT OUTLET CLG DUPLEX RECEPTACLE (CEILING MOUNTED) �LFLR 1p DUPLEX RECEPTACLE (FLOOR REGE55ED) SINGLE POLE SINGE THROW SWITCH 3 5-WAY SWITCH 4-HAY 5WITGH CEILING MOUNTED INCANDESCENT FIXTURE H 505PENDED INCANPE56ENT FIXTURE VIAREGE55ED INGANDE50ENT FIXTURE REGE55ED WATERTIGHT INCANDESCENT FIXTURE Lu REGE55ED EYEBALL INCANDESCENT FIXTURE FLOURE5GENT LIGHTING FIXTURE WALL MOUNTED FIXTURE VENT FAN 6 DOOR CHIMES PUSH BUTTON FOR DOOR CHIMES SMOKE DETECTOR i r SERVICE 015GONNECT CIRCUIT BREAKER PANEL b TELEPHONE GABLE TELEVISION OUTLET L+ CEILING FAN LOCATION OR PREWIRE NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRIC METER AND MAIN DISCONNECT WITH LOCAL POWER COMPANY REPRESENTATIVE. 2. LOW VOLTAGE CHIME TRANSFORMER SHALL BE LOCATED IN THE GARAGE ABOVE THE ELECTRIC PANEL BOX. 5. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY SMOKE DETECTOR SHALL GAU5E ALL SMOKE DETECTOR ALARMS TO SOUND. 4. SMOKE DETECTORS IN VOLUMED OR VAULTED 5PACE5 SHALL BE LOCATED HITHIN 5 FEET OF THE PEAK. 5. ALL BEDROOM RECEPTACLES SHALL BE CONNECTED TO ARC -FAULT BREAKERS. �TO INTERIOR PANEL #2/0 OR #4/0 ALUM. 5E.R GABLE PER N.E.G. MAIN 1AMP OR 200 AMP DISC MAIN DISC. SYUTGH PER N.E.G. SECONDARY FEED BY VILITY W. OR AS REQUIRED GROUND PER N.E.G. ELEGfiRIGAL RISER NOTE: 1, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVI510N5 OF THE NATIONAL ELEC. GOD, LOCAL CODES, 4 THE LOCAL POHER GO. HE ELEGiRlGAL PLAN SCALE: 1/4" = 1'-0" A/G COMP. EL D A swl H E+ h A o z z oawa x W o N Z W o x oxa,c� E'' V H E, E- z Aa H HrWa�r O�HA �xA0oou ,4 xH wo,zo a Q"�WQHVHZ U rwa'M wz wa,0-oz � El uco mm coa O O di ® O w � Z � O 0 N � W � co � � O Lo C\2 W O z Z o W FT4 H r�� I F� U drawn by: HL J checked by: GP date: b/31 /02 sheet 24"x36" FULL SCALE scale: II"Al" HALF 5GALE ELECRTICAL PLAN �� 100 ' a ,r a REV. -----DATE WALL BEYOND � 3 I/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ bxb 10/10 WIRE MESH (OR W/ FIBER ME5H) 5 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ ROOF SHINGLES: (1) MEETS ANSI/ UL 7q0, GLASS A, A5TM D3462, EXPANSION JOINT OVER 6-MIL VAPOR BARRIER 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ UL qql/ A5TM D3161 (SEE FOUNDATION PLAN FOR SLOPE) OVER b-MIL VAPOR BARRIER OPTIONAL 2x4 bxb 10/10 WIRE MESH (OR W/ FIBER MESH) (2) SECURED w/ (4) NAILS EA. DRIVEWAY 31 II � COMP. SHINGLES OVER 15# FELT SLOPE TO R/W 2 (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. OVER b-MIL VAPOR BARRIER (FELT: ASTM D 22b TYPE 1) (3) MEETS UL R2453 PROGRAM 3 i � I � w (SEE FOUNDATION PLAN FOR SLOPE) ON 1/16" 05B OR GDX SHEATHING w ( 2b 6A. 6ALV. FLASHING: (1) 6-qO 6ALV. GOATIN6 4 d = 2 MEETS A5TM A521 i II I > PRE-ENGINEERED TRUSS ® 24" O.G. () � .I a �, - - - - III (3) REGULAR POLYESTER >_ E q o E4 Q i d - - I I' i -- 32 W/ (1) META22 ® EA. TRU55 U.N.O. (4) I.O/ 0.5 MILL. w/ PRIMER E' o w a x z — — 32 - = w w w / _ = `p — d' ' —I , 11= (SEE S 2 SHEETS FOR TRUSS PLANS) SEE ELEV. w z o N r zm 32 _ a. — 7(--TF I I I_I — _III— p w o 0 j�PIITCH� (6) CHROMATE TREATMENT N w w II 1 II �� I -r-T—I t�-=1 8 WIDE GONG. CURB 811 GLEAN COMPACTED 2 -'' A w TERMITE TREATED FALL g° 8" GLEAN COMPACTED w z o w w w b"xb" THIGKENED E06E GLEAN COMPACTED b"xb" THICKENED E06E x w TERMITE TREATED FILL ALUM. DRIP E` � t~ �"' q � F b"xb" THICKENED E06E W/ 1 #5 BAR GONT. TERMITE TREATED FILL W/ I #5 BAR GONT. �'' BEARIN6 HT. w w W1 I #5 BAR GONT. 0 E., SEE ELEVATION w �'' co R-30 INSULATION DETAIL cn w� o o aALUM. ow u i/2 GYP BOARD Wz® o� � oNa 0GARAGE DOOR RECESS OFF,5T THIC< N D � 5 THIC,< N D D DETAILFASCIA � FOOTING TAIL ATGARAGE' O O C � _ I � 2X4 OR 2Xb SUB 5EE a®. LINTEL BLOCK W/ I #5 ROD w � a w � w Q z 5GALE: 5/4 - I -O 5GALE: 3/4' - I'-o' ELEVATION HEADER HT, w q w R� o z C D 5GALE: 3/4" = I'-O" E, O U U) o FASCIA SEE ELEVATION ^� o VENT. ALUM. PRECAST HEADER W/ 1 #5 ROD SOFFIT 2x4 5TUD5 @ 16"O.G. 2x4 STUDS I6"O.G. #2KD S.P.F. MIN. #2KD S.P.F. MIN. I WINDOW (SEE FLOOR PLAN � 2x4 P.T. BOTTOM PLATE W/ 2x4 DEL TOP PLATE FOR 51ZE � LOCATION) lI 1/2" DIA. x b" ANCHOR BOLT. 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE SEE ELVATION OR EXPAN5ION ANCHOR W TO STUD/ EVERY OTHEE H©R STUD 1/2" DIA. x 5" ANCHOR BOLT TO STUD/ 5P4 @ FOR FIN15H I, ll GONG. FILLED CELLS W/ 2"x2"xl/b" WA5HER5 LOGATED OR EXPANSION ANCHOR w/ EVERY OTHER STUD I # 5 BAR VERTICAL WITHIN 6 OF EACH CORNER 2 x2 xl/8 WA5HER5 LOCATED cq co 32" O.G. MAX. ELSE WHERE WITHIN b" OF EACH CORNER co J� #5 DOWEL W/ 12" HOOK l!i $ 52" O.G. MAX. ELSE WHERE ® 0 25" LAP MIN. ';; 3 I/2" CONCRETE SLAB (MIIN. 2500 P.S.I.) N. MARBLE SILL �, ill bxb 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2 CONCRETE SLAB i3OTTOM PLATE TO STUD/ 3 1/2" CONCRETE 5LAB BOTTOM PLATE TO STUD/ OVER b-MIL VAPOR BARRIER (MIN. 2500 P.5.1.) W/ bxb 10/10 5P4 @ EVERY OTHER STUD (MIN. 2500 P.5.1.) W/ bxb 10/10 SP4 @ EVERY OTHER STUD R-4.2 FOIL WIRE MESH (OR W/ FIBERME5H) PRECAST SILL � � Q WIRE MESH (OR W/ FIBERMESH) I � cx (SEE FOUNDATION PLAN FOR SLOPE) �' �,.' �, � FINISHED GRADE Ill } OVER 6-MIL VAPOR BARRIER OVER 6-MIL VAPOR BARRIER VARIES 1/2" GYP BOARD OVER E.. I I #5 BAR VERTICAL IN . (SEE FOUNDATION PLAN FOR SLOPE) � d' GONG. FILLED CELL FROM a • 3/4" P.T. FURRING per{ � t l 5LAB TO TIE BEAM TYP. 3 I II 31 II a a :� ®- ...: ® �II EACH DOWN CELL. lI .✓ ° 2 — r® s..•:.�.GL.� —..—.. ° . r— a. e.. • 2 i✓ 3- I — I p d _ I 4 BASE TRIM AS SPEC. ►� "� _jjj : `: ! . , _- - 3 I II - j I- (SEE FLOOR PLAN FOR ,i ° Z IGI11 t,1G n _ III III=III _ _ _ _II \` ®' �,./ _IIl=1' <o FILLED CELL LOG.) C'7 _ - IIII - y1 3 I/2" CONCRETE 5LAB (MIN. 2500 P.5.1.) W/ ;� �; r� N I—' 411 MAX. A/C CHASE _ _ # „ (SGHD. #40 PVC MIN.) "' -� �I ((=1 I- '' I11Ell - - 5 DOWEL W/ 12 HOOK bxb 10/I0 WIRE MESH (OR W/ FIBER MESH) 1= =1 I I-1 I I ' I - = I THROUGH FOOTING I=III I -1 i I -I I l=III 25" LAP MIN. OVER b-MIL VAPOR BARRIER, I II I"' I I Il i ' IB"xb" FOOTER W/ 11-411 GLEAN COMPACTED IB"xl2" FOOTER W/ �l' ADD (1) #5 BAR rv/ GLEAN COMPACTED TERMITE TREATED FILL 1'-4" I,I ICJ 14 TERMITE TREATED FILL 2 #5 BARS CONT. GLEAN COMPACTED 2 #5 BARS GONT. i'i � 50" LON6 @ AX CHASE TERMITE TREATED FILL OO FIN. FL. (LAP #5 BAR(5) OVER CHASE 16"x20" FOOTER W/ W AND CONNECT TO EACH GONT. FINISH GRADE a : r ® a •.® �.. a.� m � 2 #5 BARS GOMT. #5 BAR UNDER CHASE) I -j— CU DOMING DETAIL AT eA A � INTERIOR SEARING WALL®. FT . [DETAIL � OFFSET A IN WALL FT . DETAIL III�I. 1®ate_® I111 C� SCALE: 3/4" = I'-O" SCALE: 3/4" = i'-O" '' 5GALE: 3/4" = l'-O" I -' I =1—� IIl u O I -4 GLEAN COMPACTED E- a FT6. W/ (2) #5 Ib"x20" FOOTER W/ TERMITE TREATED FILL 2 #5 BAR GONT. t� I I -°-3 I/2" II GONG.— I #5 EBAR TYP. rA � I CAL CMU WALL L ION GONG. FILLED CELLS W/ II II II lI C� 5GALE: 5/4" 1 # 5 BAR VERTICAL 1:1 ®9 BENT BAR W/ 25" I'-O" LAP E.W. TYP OF 2 El El CORNER 5AR [DETAIL U I� N.T.5. GONG. FILLED CELLS W/ ®. EXIST. ROOF SYSTEM AND I # 5 BAR VERTICAL ROOF 5TRAPPIN6 a I GONG. LINTEL 21-01I I I BLOCK FILLED PRECAST GONG. ' GMU COLUMN 11 GMU COLUMN l II 11 a LINTEL GONG. FILLED W/ I #5 BAR #5 DOWEL W/ 12" HOOK 111 Ili #5 DOWEL W/ 12" HOOK / l 25" LAP MIN. I3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ 4 25" LAP MIN. Iii 3 1/2" CONCRETE 5LAB - (MIN. 2500 P.S.I.) W/ DRILL roll INTO EX15T. LINTEL, / l! 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) UP TO IB' (NON -BEARING) USE EPDXY 4 DRIVE #5 � BEND �• ' m---4 1 bxb 10/10 WIRE MESH (OR W/ FIBER MESH)CD OVER -MIL VAPOR BARRIER IIi OVER -MIL VAPOR BARRIER I #5 IN HEADER. IB' BEARING VERT., 25 LAP READ. 6 6 , SEE ELEVATION FOR FINISH lli ill (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR AND IVUSE 2 #5 BARS IN HEADER. FIN15H Ill (SEE FOUNDATION PLAN FOR SLOPE) ff�� //�� BA I Ili ill IIIfP�tOO ' N IN5ERT DOWEL5 VERTICAL 5PL IT FACE OF BLOGK lli {II I PROP. FILLED CELL LOG- l PRESENTAIT WHEN NO WALL FINISHED 6RADE Ill Ill FINISHED 6RADE ,,, ATION. (TYP.) 2. 3/4" HOLE, BLOW OR BRU51­1 i� --i .� _. 3211 ti - ° . iI .° dy - ®- ._ I : ® .� - 3I 11 N.T.S. GLEAN PART EPDXY OR I - �.,, ° � 4, � �- , ENGINEER APPROVED EQUAL a ° d ! i c p ' - I I= i `t _=I i II I=} l I- #5 ROD IN FILLED CELL - z t=T�-I {(—T„I I� iI • I • I =" -1 I L--_-�ii _1-=-I1_�(==--=1 _�.1-1°=.-1.t° I_�1 l= i �. I�—=iI{III_=I-IIl IIII ;_ I1 = o -�-IIIIII _i1 II-__ =4.'I-=1�1==-= 1 a1_1=_===1 •�I TI=�=�1�1 f 1II1=iII I II I II TIED TO GONT. ROD INt� FOOTER LINTEL ROD GLEAN GOMPAGTED GLEAM GOMPATED ABOVE (10"MIN. HOOK) TERMITE TREATED FILL rI- - -- draw TERMITE TREATED FILL I l - I I I I I IT- i 2'-O" 2-0II DRILL 6" INTO EXIST. FT6., EPDXY $ DRIVE #5 $ BEND I GheGkeGl �y: GP 11 II 24"x24"xl(q" SPREAD FOOTER I VERT., 25" LAP REQ'D. �l i 2 24 x24 xl6 SPREAD FOOTER W/ 3 5 BARS � roll O.G.)=.W. _ _ I 1 311102 W/ 3 #5 BARS ®6 # O.G.E.W. - - dote: — 5heet 24"x5b" FULL 5GALE MULTIPLE COLUMN FOOTING DETAIL S 1 NG L E COLUMN FOOTING DETAIL I I ENGINEERING 5c01e:I1"xI "HALF 5GALE I 00378477 FOUNDATION AND YALL SCALE: 3/4" t-O" I,55ED DOWEL [D[DETAIL P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 DETAILS AE:3=OII #5 BAR GONT. HOMASAON PE#4789 N.T.5. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED TIE I I 5 ASTEP P !D OWN THE OF THEHFLORIDAO BUILDING CIODEL2DC�1d D GUST001 AD EDIT MENTS �Dt N.T.S. • I REV. DATE dl (3) 1/2" DIA. ANCHOR BOLT EMBED r 4" (MIN.) W/ 2"x2"xl/8" WA5HER5 META22 META22 SPACED EQUALLY. TOP 4 BOTTOM BOLTS {I PRE-EN6INEERED TRUSSES PRE-ENGINEERED TRUSSES NITHIN 12" OF TOP 4 BOTTOM OF WALL Ir {i CONCRETE FILLED DELL META22 META22 I" ,i � o pq A o z N #5 BAR P.T. 2X'5 ON MASONRY P.T. 2X'5 ON MASONRY a z o cn a w E-4 w �pq w Z 2-2X'5 BELOW TRUSS 2-2X's BELOW TRUSS d Q p� 0 o II k► 1I i1 a4 W>�Z O ' ❑ II LINTEL BLOCK W/ LINTEL BLOCK iN/ 6 o x R H � (1) 5 ROD (I) # 5 ROD F�E•-��'A� H ,, 2X RADIAL FRAMING W/ 8d NAILS w �'' w w I� F7 FOR REINFORCING SEE II " coh PLAN WALL SECTIONS. II 2X FRAMING W/ 8d NAILS @ I6 O.G.o 8" CONCRETE BLOCK II SEE PLAN 8" GMU SEE PLAN 8" GMU w E., u zo 0 E­4 CO ali 5/16" X 3" TAPGON5 5/16" X 3" TAPGON5 w pq w W ix W Z ®4 MAX. FROM ENDS p 4 MAX. FROM ENDS w � 04" (MIN) W/ 2"x2"xl/8"' WA5HER5 {�I AND 8" O/G MAX. AND COY 8" O/G MAX. H v o coo (3) I/2" DIA. ANCHOR BOLT EMBED co lilt 5PAGED EQUALLY. TOP 4 BOTTOM BOLTS rer WITHIN 12" OF TOP 4 BOTTOM OF WALL. lul 2x4 WALL A5 SPEC. IN PLAN ARCHED FRAMED OPENING � 2x4 P.T. BOTTOM PLATEIN I/2" DIA. x 8" ANCHOR BOLLTT F RAM E D O P N I I V T W I V M A,5 0 R"r BETWEEN MASONRY OR EXPANSION ANCHOR w/ NTs NT5- 2"x2"xl/8" WA5HER5 LOCATED �', C\2 WITHIN 6 OF EACH CORNER 32" O.G. MAX. ELSE WHERE PRE-ENGINEERED TRU55E5 ® '� 4 ''T L J L_ C/O0 LSOAD ®R A IN FRAME WALL CONNECTION TO MASON ® � WALL DETAIL 'I 'I P;4 ° N.T.5. r C, -C F II ,1 H N I I { { CONTINUOUS 8" GONG.---1 i I I � � � ct L iI- J BLOCK WALL L -I META22 MT512 META22 11 ii to U1 r}+ r ;r GONG. FILLED CELLS W/ I I (1) #5 BAR - 25n LAP MIN.E-+ L J INTO PILASTER CELLS 4 II TIED BACK INTO WALL LINTEL I1 O O _ 4® _ PRE -CAST GONG. LINTEL r i i y (' it , r F I� `C I- -I HEADER LINTEL BLOCK W/ l' Ii ,, w/ I #5 REBAR (SEE LINTEL SGHED.) , • . 1�= DBL. 2X #2 S.Y.P. W/ 1/2 FLITCH (1) # 5 ROD I I,-- --�-„�: I I I, (REFER TO HEADER 5GHEDULE) L ;i J L II _ L '� J J L — J 1- ,,r O F I I F I SEE PLAN 8" GMU II (1) HUG HANGER @ EA. END POURED FILL CELL L + J L u L �; J IX OR 2X P.T. BUCKS TYP. r % 8' 8"x8" PILASTER WINDOW OPENING IIII PRE-GA5T GONG. LINTEL 8"xl6" PILASTER w/ 1 #5 REBAR (SEE LINTEL SGHED.) TOP OF MASONRY I I ''� L0A[�) 5EARINCi HA[�)ER CONNECTION TO MASONR�� [DETAIL LINTEL BLOCK W/ (1) #5 BAR I I I NTS (I IX OR. 2X P.T. BUGK5 TYP. II CONTINUOUS it MA50NRY WALL DOOR OPENING FOR RADIAL FRAMING USE 2X4'5 ® 8" O.G. MAX. SPACING II II GONG. BLOCK WALL FILLED w/ USE (2) 2X'5 IN AB5ENGE OF LOAD W/ 8d NAILS ON BOTH ENDS CONNECTING 4 1 #5 REBAR GONT. FROM FND. BEARING WOOD OR CONCRETE HEADER 1/16" 0.5.B. SHEATHING (I I) II II TO BOND BEAM — — — — III TT1 IIII I I� - I IIII n I CiI I I iill 1 I I u I u I u i " { n CII Il u I { I II I I A `T4 -e c E_ GONG, FILLED CELLS W/ (1) #5 BAR - 25" LAP MIN. INTO PILASTER CELLS � TIED BACK INTO WALL LINTEL �4 ---- MA50NRY PILASTER GONG. FILLED CELLS IN/ (1) #5 BAR VERTICAL IT P.T. 2X'5 FOR MASONRY MASONRY FILA5TER TIE TO MASONRY WALL [DT A I l cf) N.T.S.I FOR PERIMETER NAILING INTO 5UB-STRAIGHT WINc)oW ANc)� D00 ANcHOING FOR M��0NFRY/ FRAME, THROUGH SHEATHING WINDOW OPENING USE 8d NAILS @ 12 O.G. 2X P.T. BUCKS TYP. USE 8d NAILS 12 O.G. MAX W/ -1/16" 0.5.8. SHEATHING PRE-GA5T GONG. LINTEL N.T.5. 2X BLOCKING W/ 8d NAILS @ 16" O.G. NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOhl DOOR MANUFAGTURERS FA5TENIN6 METHOD 15 NOT 5PEGIFIED) TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS �= - x RADIAL �� INS �O �UIN�O�J� � � GONG. BLOCK WALL FILLED w/ I #5 REBAR GONT. FROM FND. PT IX BUCKS FOR UJINDOUJS ANDDO0R5 fi T 2X BUCKS FOR UJ1N®Ol.US ,4NI� DOO�'.S TO BOND BEAM (TYP) I.) NAIL W/ .10cl DIA OR HEAVIER POWER NAILS (,4�.. TE RN,4TE) N.T.S. 16d NAILS ® 2" O.G. EA. END TYP._L,�[ tI 8" O/G AND 3" MAX. FROM ENDS TYP. WITH i.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. CONNECTING 2X HEADER TO 2X BUCKS 6 II II � -O �� MAX. drawn by: _ I" MIN. EMBEDMENT INTO BLOCK. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS checked by: Gp AND 24" ON CENTER MAX. WITH I" MIN. EMBED. WINDOW OPENING F 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE INTO BLOCK. 11 date 3/I /02 (SEE MANUFACTURERS SPEGIFIGATIONS) , 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE (5EE MANUFACTURERS 5PEGIFIGATION5) NOTE. (FOR MASONRY OPENINGS USE 2X BUCKS) INDOw HEADEfR ALTERNATE WINDOW ENGINEERING] Sheet 24`06" FULL 5GALE Scale: 11Al HALF 5GALE 1.) INSTALL 3/16 DIAMETER SELF TAPPING GONG. INSIDE MASONRY (407) 774-9003 FAX: (407) 774-8477 P.D.•DBOX 161613 ALTAMONTE SPRINGS, FL 32716 FOUNDATION AND HALL DETAIL5 ANCHORS EIGHT 8INCHES MAX. FROM ENDS THOMAS J. ANDERSON PEA% 47819 AND 24" ON CENTER MAX. WITH I" MIN. EMBED. INTO BLOCK. N.T.5. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.RH. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. c_V2 �' 0 3 90 i u , x 7/16" 0.5.5. OR G.D.X. ROOF 5HEATHIN6 SEE ROOF NAILIN 5 V. G SCHEDULE 71 DATL, / 6 O.S.B. OR G.D.X. ROOF SHE j ATHIN6 PRE-EN&INEERED SEE ROOF NAILING SCHEDULE GABLE TRU55 2x4 BLOCKING @ 48" O.G. MAX 15# FELT { FIRST 3 TRUSS BAYS 2x4 BLOGKIN6 @ 48" O.G. MAX I I/2" DIA. "J" ANCHOR BOLT 2x4 @ 48" O.G. W/ A342x4 DIA6ONAL BRACING @ 48" O.G.RST 3 TRU55 BAY . S I6" 2x4 DIA �� { @ 52" O.G.O.. MAX. EMBED 4" MIN. MAX. TO 3rd. TRUSS (START DIA6. O.G. W/ A34's 60NAL BRAGIN6 @ 48 O.G. MAX. 2x6 CONT. OR 2x4 48" W/ 2"x2"I/8" WASHERS CONNECTED TO TRU55 16" BRAGIN6 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR MAX. TO 3rd. TRU55 (START DIA6. 1/16" O.S.B. 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS BRAGIN6 b' FROM END OF TRUSS) 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS E' SHEATHING DRIP EDGE —�- � � � � a H 2"x6" P.T. PLATE U.N.O. DRIP EDGE — -�--- ALUM. FAGIA — _ — — — — — — H O z �� �� TRU55E5 i �z���wE-+w ALUM. FACIA —�'� �- _ - -- � _ -- - -- - - - w o co r� I6d NAILS � 12" O.G. VENTED SOFFIT '' �� ` t -� ,-'< @ 24 O.G. \ �� a�pwo o ' (TYPICAL) —_- VENTED SOFFIT \ \ \ i / a z Im H c� o 8"x8" LINTEL BLOCK 7/16" 0.5.8. OR G.D.X. GABLE 5HEATHIN6 _ — FLASHING I A ,�0—�'``— �` ------ I w �xz TfE BEAM GONG. FILLED W/ 8c1 RING SHANK NAILS @ 4" O.G. H 7/16 O.S.B. OR C.D.X. GABLE SHEATHING I \ i TRU55E5 � a N w/ 2 #5 DIA. RODS GONT. ON ED6E5 AND 12" O.G. IN FIELD I W/ 8d RING SHANK NAILS @ 4" O.C. �, I / \� \ @ 24 O.G. H rr1 H z Q METAib @ I ( WIRED 4 I/2" APART ON EDGES AND 12' O.C. IN FIELD A \ (TYPICAL) w w w r4 w o 24" O.C. MAX. _ W/ 25" MIN. LAP 2x4 MEMBERS � 24" O.G. NAILED I i/2" GYP BOARD VAULTED TRUSSES \ � TO TRUSS W/ I6d @ 6" O.G. I 24" O.G. (TYPICAL) GABLE END TRU55 REfNFORGIN6 2x4 MEMBERS @ 16" O.C. NAILED { r / \ o u o z 2x4 FIRE BLOCKING J USE 2x6 MEMBERS WHEN H > 8 -O 2x s NAILED TO VERTICAL WEB TO TRUSS W/ 16d @ 6" O.C. -I' i _ \ \ \ U' Qo N v o 4 1/2" _ - - - -NAIL 2^Ibd EA. 2x4 BLOCK - - - _ N/ 16d NAILS @ 6" O.G. „ » -- - -- -- -- - __ - a USE 2x6 MEMBERS WHEN H > 8 -0 �. - - - - w 6ABLE END TRU55 _ - - - - - -' a w H REFER TO ELEVATION OUT51DE - 3-I6d NAILS @ EAGH \ �' z ww� . Hwca GABLE END TRUSS z wa�oz� FOR FINISH - - - _ - - I6d NAILS @ 12" O.G. (2x4 STUD 2x4 KNEE MATCH VAULT) TRU55 PER BRAGS 16d co � w o H NAILS @ 12 O.C. li 2x6 P.T. PLATE GONT. 3-I6d NAILS @EAGH w ti w �I X W/ 1/2" ANCHOR BOLTS METAI6 ALONG 6ABLE TRUSS ii 2x6 P.T. PLATE GONT. W/ I/2" ANCHOR BOLTS ii TRU55 PER BRACE @ 24" O.G. MAX. W/ 7-IOd NAILS ii @ 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"x!/8" WA5HER5 META16 ALONG GABLE TRUSS it @ 52" O.C. W/ 4" EMBED OR I/4" x 3" 6ALV. LA6 BOLTS @ 16" O.G. X @ 24 O.C. MAX. W/ 7-10d NAILS ;; W/ 2"x2"x1/8" WA5HER5 1/2" GYP BOARD it 4" x 3" GALV. LAG BOLTS @ 16" Q.C. OR 1 EI LINTEL BLOCK W/ 2 #5 DIA. R005 GONT. / LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. REFER TO ELEVATIONS FOR FINISH u Cif L/I REFER TO ELEVATIONS FOR FINISH EXI5TIN6 VERTICAL TRU55 WEBS � � A Lm NI�U ALL [DETAIL �., T' ICI :SON �' WAL�L� TO �AI3L_ NDWAL L [DETAIL � � co co FOR VAULTED CEILING AT MASON � WALL 6 CT I ON A — A A La ND WAL� L= � cr, � SCALE: N.T.S. DETAIL AT MASONRY WALL SGALE: 5/4" = I'-0" N.T.S. (x� SGALE: 5/4" O 1/16 0.5.8. OR G.D.X. ROOF 5HEATHIN6 N �/Ib" O.S.B. OR G.D.X. ROOF 5HEATHIN6 SEE ROOF NAILING SCHEDULE q� SEE ROOF NAILING SCHEDULE ® E--4 �, N 2x4 BLOGKIPd6 @ 48" O.G. MAX 2x4 BLOCKING @ 48" O.G. MAX ram- f=1-r FIRST 3 TRU55 BAYS FIRST 3 TRU55 BAYS � � �' '� �r 2x4 @ 48" O,G. W/ A34'S !6" 2x4 DIAGONAL BRAGIN6 @ 48" O.G. 2x4 DIAGONAL BRAGIN6 @ 48" O.G. � � MAX, TO 3rd. TRUSS (START DIA6. 2x4 @ 48" O.G. W/ A3415 16° MAX. TO 3rd. TRU55 (START DIA6. E` E-t CO � CONNECTED TO TRUSS MAX. 2x6 CONT. OR BRAGIN6 6' FROM END OF TRUSS) CONNECTED TO TRUSS MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55 � co ( 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS ) O a LINTEL 2x4 GONT. USE 4-12d NAILS AT GONNEGTION5 '- DRIP EDGE ,� ,. PREGAST HEADER ALUM. FACIA \ ;- - - - - % - - - - - - . DRIP EDGE — ► � � - - - - � � � � � DOOR TRAGK VENTED SOFFIT \ i ALUM. FACIA - i VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING TRUSSES 7/16 O.S.B. OR C.D.X. GABLE SHEATHING �+ W/ 8d RING SHANK NAILS @ 4" O.C. < TRUSSES @2 „ i 4 O.G. \ W/ 8d RfNG SHANK NAILS @ 4 Q.C. � � p., ON EDGES AND 12 O.C. IN FIELD (TYPICAL) i @ 24 O.G. ON EDGES AND 12 O.G. IN FIELD (TYPIGAL) - - 2 X 8 (PT) PLATE EAGH GABLE END TRUSS \ SIDE OF DOOR OPENING GABLE END TRUSS 16d NAILS @ 12" O.C. (I) H6A10 @ 48" O.G. ON TOP 16d NAILS @ 12" O.C. (U H6A10 @ 48" O.G. ON TOP a PLATE BEHIND GABLE TRUSS 3-I6d NAILS @EAGH PLATE BEHIND 6ABLE TRUSS L5TAI8'S ALONG 6ABLE TRU55 TRUSS PER 3-I6d NAILS @EAGH I 4) I/2 DOOR L6.\—DOUBLE 2x4 TOP PLATE BRACE LSTA18 s ALONG 6ABLE TRUSS DOUBLE 2"x4" TOP PLATE TRU55 PER BRACE m' @ EA. DOOR TRACK @ 24" O.G. MAX. W/ 10-IOd NAILS I/2" GYP BOARD @ 24" O.G. MAX. W/ 10-10d NAILS 1N/2 50. WASHER $ 1NUT 1/2" GYP BOARD AT FILLED GELD_ REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH DBL. 2x12 BEAM w/ ENDWALL PLATE. USE 2"x4" BLOCKING FLAT WAYS AT JOINT. 1/2" FLITGH PLATE (/16" OSB SHEATHING POGKET INTO 2X4 WALL OR 2"x4" STUDS @ 16' O.G. (1) PG GAPS @ BEAM TO POST _ P.T. P05T (SEE FLOOR PLAN FOR o "' ~ -` f/2" DRYWALL SIZE, LOCATION $ FIN15H) o � II, • GARAGE DOOR GA5LE ENDWALL GA5LE ENDWALL DETAIL W1 FRAMED � 1` T � [DETAIL A-r FRAME WAL�L� f� MOUNT [DETAIL DROFF =ID HEADHEADEF OF NING � �® SGALE: 3/4" N.T.5. SGALE: 3/4" DOUBLE TOP PLATE (1) 5P4 EVERY OTHER STUD W/ 10-IOd NAILS L5TAI8 @ �4 a TOP � BOTTOM @WALL 5TUD5 &HEADER BOTTOM OF HEADER „ SEE "5-2" SHEETS FOR TRU55 PLANS AND CONNECTOR SCHEDULE O SEE "5-2" SHEETS FOR TRUSS PLANS AND GONNEGTOR 5GHEOULE �q HEADER DOUBLE TOP PLATE (2) 2x12 W/ I/2" COX FLITGH 1/16" 055 OR GDX PLYWOOD EXTERIOR 5HEATHIN6 NAILED W/ IOd 6ALV. @ 3" O.G. E06E5 2x4 5YP OR #2 SPF @ 16" O.G. AND 12" O.G. FIELD — — — — — W/ (1) 5P4 EVERY OTHER STUD HEADER STUDS vw (USE 5P6 s FOR 2x6 5TUD5 w @ TOP AND BOTTOM TYP. (USE 5P6'5 FOR 2x6 STUDS WALL STUDS 2x4 P.T. WALL STUD W/ (5) 1/2" � tx 5P8'5 FOR 2x8 STUDS IN LIEU 5P8's FOR 2x8 STUDS IN LIEU 4 @ 16" O.G. DIA. ANCHOR BOLTS TO BLOCK OF 5P4'5 FOR 2x4 STUDS) STUDS } OF 5P4'5 FOR 2x4 STUDS) FULL LENGTH I I WALL STUDS 1/2" DIA. x 8" ANCHOR BOLTS EMBED 6" MIN. W/ 2"x2"x1/8" { I WA5HER5, LOCATED WITHIN NO GONNEGTOR5 REO'D { ____Q { 6" OF EACH END AND 24" j O.G. MAX. EL5EWHERE Q - - - - --� drawn by: _ wlel (1) 5P4 @ BOTTOM OF EVERY' — — — — — - - - - - - - _ _ _ _ _ checked by: y OTHER STUD HEADER 5TUD5 2x #2 5PF (2" LARGER THAN RAFTERS) GP 1/2" DIA, x 8" ANCHOR BOLT (3) 16d FOR 2X6, (4) 16d FOR 2X8, date: y 3�f�02 OR EXPAN51ON ANCHOR W <� �,v (5) I6d FOR 2X10, (b)IbR d FOP, 2X12 kf(jKK1CiqNE 2"x2"xi/8" WA5HER5 LOCATEDFNSheet 24 X36�� FULL SGALE 2x4 P.T. BOTTOM PLATE WITHIN 6" OF EACH CORNER � p� v � 5Ga12: II"XI7�� HALF SGALF COMPOSITE LINTEL, PRECAST LINTEL, 2x #2 5YP RAFTER 1 F� 32 O.G. MAX. ELSE WHERE w/ 51MP50N ) ROOF FRAMING DETAILS OR SITE CAST CONCRETE AINqG NCHOR BOLTS @ 32" O.G. MIN. A34 @ RIDGE BOARD PLATE (407) 774-9003 FAX: (407 774-8477 P.O, BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PEA 47s1s f�` GOMP051TE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE } IKN WA L L� a EXTERIOR TO ' A 50N F�Y OR 51TE CAST CONCRETE A` vA L LQ E Y P A I I I NG DETAIL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED y X E I O FRAMED WALL 4 O F I �1 I N - THE 120 MRH. 3 SECOND GUST WIND LOAD REQUIREMENTS " N.T.5. N.T.5. OF THE FLORIDA BUILDING CODE 2001 EDITION, "'D3 N.T.S. �p 0 3 2002 i i b I i I O .9 5P4 W/ 10-I0d NAILS @ EVERY OTHER - WALL STUD / (1) MT512 @ EACH ROOF TRU55 TO TOP PLATE, USE 14-10d NAILS (UNLESS NOTED OTHERWISE) - PRE-ENGINEERED ROOF TRU55 5EE "5-2" SHEETS FOR TRU55 PLANS WALL STUDS @ 16" O.G. - PRE-ENGINEERED FLOOR J015T 5EE "5-2" 5HEET5 FOR TRUSS PLANS II I I— DOUBLE TOP PLATE (1) H3 @ EACH FLOOR JOIST TO TOP PLATE, USE 8-8d NAILS (UNLESS NOTED OTHERWISE) 1/2" DIA. x 8" ANCHOR BOLT OR EXPANSION ANGHOR W/ 2"x2"A/8" WASHERS LOCATED WITHIN 6" OF EAGH GORNER 52" O.G. MAX. U.N.O. L IL 5P4 @ BOTTOM OF 2x4 P.T. BOTTOM PLATE COMPOSITE LINTEL, PRECAST LiN'f EL, EVERY OTHER OR 51TE CAST GONGRETE WALL STUD INTERIOR LOAD - A IN FRAME WALL DETAIL N.T.5, (1) L5TA30 W/ 22-10d NAILS @ EVERY OTHER WALL STUD 1/2" DIA. x 8" ANGHOR BOLT OR EXPAN51ON ANGHOR W/ 2"x2"xl/8" WASHERS LOGATE WITHIN 6" OF EAGH GORNER $ 52" O.G. MAX. U.N.O. GOMPOSITE LINTEL OR SITE GAS l/V[IVJNL-IL- YVl\LL SIUU —1-1 - ZX't TOP PLATE GABLE END TRUSS 16d COMMON GUN NAILS 3' FILLED EA. 51DI OPENING (5EE FL( 1/2" EXP. ANCHOR x 8" LONG (2) 2x6 PT TOP PLATE 12" EXTENDED BEYOND OPENING. ((b FT MAX. OPENING) CTAE3LE END TRU55 HEADER DETAIL IN LIEU OF M4,5ON "' LINTEL 2x4 BL06KIN6 @ 48" O.G. MAX 2x4 BOTTOM PLATE G0NTINU0U5 TO END OF GABLE USE 4-12d NAILS AT G0NNEGTI0N5 NT5 1/16" 0.5.8. OR G.D.X. ROOF 5HEATHING 2x4 BLOCKING @ 48" O.G. MAX FIRST 2 TRU55 BAYS USE 4-12d NAILS AT G0NNEGTI0N5 PLATE TRUSSES @ 24" O.G. -- --- -- — --- — ---- _— (TYPIGAL) —�- —27 1/2" GYP BOARD VAULTED TRUSSES 2x6 OR 2x8 5TUD5 @ 24" O.G. 2x4 FIRE BLOCKING @ 24" O.G. (TYPIGAL) FRAMED UP TO ROOF DECK NAIL 2-16d EA. 2x4 BLOGK W/ (1) 5P6 OR 5P8 ON EVERY OTHER STUD @ TOP AND BOTTOM FOR 2x6 WALLS USE -1/16" O.S.B. OR G.D.X. SHEATHINC7 ;; 2x4 STUDS @ 24" O.G. W/ 8d RING SHANK NAIL5 @ 4" O.G. (MATCH VAULT) ON EDGES AND 12" O.G. IN FIELD II 2x6 OR 2x8 P.T. PLATE GONT. IW 1/2" ANGHOR B0LT5 u @ 32" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xl/8" WA5HER5 REFER TO ELEVATf0N5 FOR FMyISH LINTEL BLOGK W/ 2 #5 DIA. RODS GONT. u kl • ti !i EXTERIOR INTERIOR EXTERIOR ALLCON F AMING ON �TTOM PLATE f A,50N "T-' WALLS E3ETWEEN T U 56 5 .m�ioranm�sn�e. i®...a.a•. SGALE: 5/4"' = 1'-0" s 1/2" P.T. PLYWi OVER 2x P.T. FF W/ 8d NAILS @ 6' EACH SIDE Of (12" O.G. TYF V (1) MT516 OR EOUIV. W/ (4) TAPGONS 3/16" X 2-1/2" @ 2" O/G MIN. LINTEL M l,&& ID LINTEL 5T Af=l [DETAIL FOR fROOF TRU55 TO LINTEL N.T.S. PRE-ENOI NEERED ROOF TRU55 IIN6 M.U. WALL 'CONS tiX. TEXTURED CEMENTITIOUS FINISH 1/2" P.T. PLYWOOD OVER 2x P.T. FRAMING FRAMING - 8" MIN, � ABOVE FINISHED GRADE CANT 1LV D C0LUMN DETAIL. i i4q. N.7.5. PRE -MANUFACTURED CHIMNEY GAP (Q 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 #2 SYP @ 16" 0/0 --� r GAL\/. FLASHING m 11 1/4" DIA, FLUE IN/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC. S 7/16" O.S.B. OR G.P.X. GABLE SHEATHING W/ bd RING SHANK NAILS @ 4" O.G. ON EDGES AND 12" O.G. IN FIELD 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) Ibd COMMONS NAILED ® EACH END + (2) I(qcI COMMONS END NAILED TO VERTICAL 2X4's + +� + w + Jill+ v + �, 2X4 #2 SYP. BLOCKING NAIL AS 5H0WN W/ 10d NAILS FIRE F=LAC CHII�-IN -' [DETAIL N.T.S. kf(JKKlCiqNE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 REV. I DATE A OF WZ4N�W pa44 �{rlE'HU a WA,W�`W Z o ����DHRy� C�2 H E. WwAE'zWAR',',T,' �D0C) `q woZZn�0 wW� W�Az U n�Q ��� �o CD E , P zLo 0 .. a Ems-, W � � J P®-�4 C drawn by: _ checked by: 0P date: 311102 Sheet 24"x3b" FULL SCALE Scale: 11"Al" HALF SGALE ROOF 4 FRAMING DERAILS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED �-'-n- THE 120 M.P.N. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. li 4 3 2002 I STRUCTURAL GENERAL NOTES: 1. SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EXCEEDS THE SAFE LOAD LISTED FOR LINTEL 8-8UL OR 8-8UR 2. SHORING OF PRESTRESSED LINTELS IS REQUIRED AT 8'-0' O.C. MAX. DURING CONSTRUCTION AND MAINTAINED UNTIL 85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED. 3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE OBTAINED BY USING 80% OF INDICATED TABLE VALUES. 4. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER ASSEMBLY HEIGHT 5. FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH 6, SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT. 7. UPLIFT LOADS ARE BASED ON 1-#5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES BELOW TOP OF BEAM, PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH DEEP LINTEL BEAMS TO DEVELOP INDICATED UPLIFT LOADS, 8. LATERAL LOADS ARE BASED ON SOLID GROUT FILL CELLS ON EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-#5 VERTICAL REBAR. 9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN BOTH THE TOP AND BOTTOM OF BEAM. 10. SAFE LOAD RATINGS PER ACI 530 AND ACI 318. LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS. 11. SAFE LOADS ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. 12. ALL LINTELS EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LINTELS. EIGHT INCH DEEP LINTELS EXCEED L/240 VERTICAL DEFLECTION RATIO. 13. FOR GRADE 40 REINFORCING STEEL, USE 85% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE 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 INiCH BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION. MATERIALS: 1. f'c PRECAST = 4,000 PSI 2, f'c PRESTRESSED = 6,000 PSI 3. f'c GROUT = 3,000 PSI WITH 3/8 INCH MAXIMUM AGGREGATE 4. C.M.U,'S PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1,900 PSI 5. REBAR PROVIDED IN PRECAST PER ASTM A615, GRADE 60 6. FIELD REBAR PER ASTM A615, GRADES 40 or 60 7. MORTAR PER ASTM C270 TYPE M OR S LINTEL and RECESS DOOR HEADER DESIGNATION 1E* FLORIDA ROCK INDUSTRIES, INC. CENTRAL FLORIDA DIVISION PA. 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 8-20SL5 8-24SL5 8-28SL5 8-32SL5 8-8SL25 8-12SL25 8-16SL25 8-20SL25 8-24SL25 8-28SL25 8-32SL25 L-1 2'-10" 1'-6" 12276 30339 30339 30339 30339 30339 30339 12276 30339 30339 30339 30339 30339 30339 L-2 3'-6" 2'-2" 5726 15629 21014 21014 21014 21014 21014 5726 17439 21014 21014 21014 21014 21014 L-3 ' 4-0" 2'-8" 4043 8564 14846 17079 17079 17079 17079 4043 8564 17079 17079 17079 17079 17079 L-4 4'-6" 3'-2" 3121 5676 10498 13732 14385 14385 14385 3121 5676 13862 14385 14385 14385 14385 4'-8" S-4" 2896 5092 9445 12355 13653 13653 13653 2896 5092 11472 13653 13653 13653 13653 L-5 5'-4" 4'-0" 2260 3639 6551 8570 10594 11400 11400 2260 3639 6871 11400 11400 11400 11400 Q L-6 5'-10" 4'-6" 1934 2988 5144 6732 8323 9916 10127 1934 2988 5263 9584 10127 10127 10127 U w rY a. L-7 6'-6" 5'-2" 1624 2416 4016 6609 8331 8820 8820 1624 2416 4016 6609 8820 8820 8820 L-8 7'-6" 6'-2" 1305 1877 2964 4511 5797 6906 7391 1305 1877 2964 4511 6888 7391 7391 8'-0° 6'-8" 1188 1689 2620 3893 4935 5880 6826 1188 1689 2620 3893 5733 6837 6837 L-9 8'-4" 7'-0" 1121 1584 2434 3570 4465 5320 6176 1121 1584 2434 3570 5162 6514 6514 L-10 9'-4" 8'-0" 956 1333 2003 2731 3377 4025 4673 956 1333 2003 2853 3965 5484 5770 L-11 10'-6" 9'-2" 798 1078 1560 2044 2529 3014 3501 814 1125 1659 2310 3119 4152 4973 L-12 ll'-4" 10'-0" 737 1012 1479 2035 2709 3542 4386 737 1012 1479 2035 2709 3542 4560 12'-0" 10'-8" 684 937 1360 1857 2449 3166 3824 683 937 1360 1857 2449 3166 4052 L-14 13'-4" 12'-0" 620 1200 1720 2180 2700 3200 3800 660 1220 1700 2180 2700 3200 3800 L-15 14'-0" 12'-8" 560 1100 1600 2100 2560 3000 3500 580 1100 1600 2100 2570 3000 3500 L-16 14'-8" 13'-4" 470 800 1400 2000 2400 2880 3340 520 1060 1500 1960 2400 2900 3300 Uj w L-17 15'-4" 14'-0" 440 . 700 1300 1900 23GO 2720 3160 480 1000 1460 1900 2300 2700 3420 L-18 17'-4" 16'-0" 320 600 1000 1500 1800 2300 2640 320 800 1240 1500 1800 2300 2640 L-19 19'-4" 18,-0" 250 420 660 1060 1500 1900 2300 250 640 920 1360 1500 1900 2300 L-21 21'-4" 20'-0" 190 340 620 960 1400 1800 2200 210 560 820 1120 1400 1800 2200 22'-0" 20'-8" 160 320 600 900 1300 1700 2000 190 500 800 1060 1300 1700 2000 L-22 24'-0" 22'-8" 130 280 480 750 1100 1400 1600 148 392 640 960 1240 1560 1800 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 8-8UL 8-8SL 8-12SL 846SL 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 F "8" Steel LO PRECAST REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 2'-10" to 5'-loll 6'-6" to 10'-6" ll'-4" to 12'-C" 2 - #3 2 - #3 2 - #3 2 - #3 2 - #4 2-#5, 1-#3 STEEL STEEL t , RECES&DOOR HEADERS GRAVITY LOADS (145 T. & B.) MARK NO. OVERALL LENGTH (ft.) CLEAR SPAN,(ft.) DOOR SIZE (ft.) 8-6SR5 8-10SR5 8-14SR5 8-18SR5 8-22SR5 8-26SR5 8-30SR5 M-2 S-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 h UM-4 4'-4" "' S-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 . , g'-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 l9'-4" 21'-4" to 24'-0" 2 - #3 2 -' #3 2 `- 7/160 STRAND 2 '- 7/160 STRAND and 2-#4 Steel 4" "B" Steel co f7 •°'. 7 5/8" Ic-I 8 RECESS HEADER REINFORCING SCHEDULE 8 INCH U-LINTEL Overall Length "A" Steel "B" Steel 3'-8" to 4'-8" 5'-8" to 9'-8" - - - 2 - #3 2 - #4 2 - #4 QUALITY PRECAST COMPANY LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WIND01115, PORCH, 4 GARAGe DOORS PRECAST LINTEL (8"X8" FiLLED) PREC,45T LINTEL (a"Xlro" COMPOSITE) Total allowable Superimposed Load - Pounds per Linear Foot Mark No. Glear Span Lintel Size Filled (1) #5 8"x8" Filled (2) #5 8"x8" Filled (1) #5 T 4 B Filled (1) #5 T (2) #5 B Filled (2) #5 T S B a B G 0 E L-I 1'-6" 2'-10" 7845 8122 125`74 125g1 12867 L-2 2'-211 3'-611 5415 5604 8488 8680 8871 L-5 2'-8" 4'-0" 4385 4558 6868 7023 7178 L-4 5'-211 4'-6" 3686 5817 5772 5g02 6053 L-5 4'-0" 5'-411 2gO6 5010 4546 464ci 4755 L-6 4'-6" 5'-1011 2577 266q 4028 4120 4212 L-7 5'-211 6'-611 2167 2245 5382 3460 5558 L-8 6'-211 -1'-611 1865 1152 2g08 2g75 5042 L-q 7'-O" 8'-411 1656 16C16 2548 2607 2666 L-10 8'-O"' q'-4" 1425 1476 2215 2267 251q L-11 g'-2" 10'-6" 1236 1281 IgIB Ig36 200q L-12 10'-O" 11'-4" 1128 1170 174q I7g0 1852 L-15 11'-211 12'-6" 1004 1042 1554 15g1 1628 L-14 12'-0" 13'-4" C151 g33 1450 14-15 150-1 L-15 12'-8" 14'-O" 783 784 1356 138q 1421 '760 '165 1345 1445 1512 14'-0" 15'-4" 66-1 661 1326 13i6 143-1 L-15 16'-0" IT-4" 521 525 1155 Ilan 1250 L-Icl 18'-O" 14'-4" 406 4081 1014 105-1 1104 L-20 18'-8" 20'-0" 376 5-n 480 10111 1063 L-21 20'-0" 21'-4" 302 303 88O 413 454 L-22 22'-8" 24'-0" 231 234 -140 TO 801 NOTE: Bold numbers, represent precast lintels prestressed using (2) 7/16" Diameter Pree,tre551ng Strands. DOORS PRECA5T LINTEL (8"XC 11 FILLED) PRECAST LINTEL (O'X14" COMPOSITE) Total Allowable Superimposed Load - Pounds per Linear Foot Mark No. Glear Span Lintel Size Filled (1) #5 8"x6" Filled (2) #5 8"x6" Filled (1) #5 T B Filled (1) #5 T (2) #5 B Filled (2) #5 T 4 B a B G D E M-► 1'-6" 2'-10" 3g86 3g20 CIOC15 8725 8g30 M-2 2'-2" 3'-611 2745 26gq 6261 6005 6147 M-3 2'-8" 4'-011 221q 2182 5060 4552 4g68 M-4 5'-2" 4'-6" 1564 1832 424q 40-13 41710 M-5 4'-011 5'-411 1310 1524 5340 5201 3278 M-6 4'-6" 5'-1011 1025 1036 2a57 2853 2gOl M-7 5'-2" 6'-6" 822 83l 2650 2558 2600 M-8 6'-2" 7'-6" 524 550 2118 2037 2087 M-q 7'-0" 8'-411 3q7 401 161q 1717 1750 M-10 8'-011 q'-4" 340 345 15% 1481 14C12 M-11 q'-2" I0'-6" 2CI5 2% 1213 1288 12g8 M-12 10'-O" 11'-4" 212 215 8q7 q54 q62 M-15 11'-211 12'-611 171 1-13 736 784 7qO M-14 12'-011 15'-411 128 12q 568 606 6I1 FIGURE N0. 1 2500 P51 GONG, FILL (CONCRETE PLACED IN FIELD) t'" STD 160" HOOK o EACH END OF STIRRUP K/2 1/2' LEG EXTEN5ION PAST BEND. (TYP) �TOP LEG BAR: 3/6' BAR. EACH LEG 7(32' STIRRUPS a 4'-O" G-G r (TIED OR P'ELDEw P rr BOTTOM STEEL - SEE SCHEDULE -- - -- °A" BAR L5 Ll5' ITS' Imo' NOTE , MINI MUM COVERAGE OF STEEL - 1.5' MR 'I.9Z5' MfN. 2. CONCRETE 5TREN6TH AT RELEASE - 5_-00 F51 TYPICAL LINTEL SECTION PRECAST CONCRETE XAB tr rs FIGURE N0. 3 �- (1) #5 BAR CONTINI)OU5 ID CONCRETE BLOCK 'KNOCK-OVr' COURSE (F' M - 1250 PSI) CELLS AND "U' LINTEL FILLED W OONCRETE PLACED IN FIELD (2500 P51) 'U" LINTELS AS 5HOWN IN FIGURE5 NO. I OR NO. 2 (1) #5 BAR CONTINUCU5 COMP061TE LINTEL SECTION sca1F: N.r.� FIGURE N0. 2 2500 PSI CONC. FILL (CONCRETE PLACED IN FIELD) Ig. 15. 5TD 100" HOOK ® EACH END OF 5TIRRUP NV2 I/2' LEG EXTENSION PAST BEND. (TYP) 3/&' BAR. EACH LEG P a r 732' STIRRLF (P051TIONERS) AT • • ` ' rr 4'-0' O-G AND AT 6" WITHIN 2 FEET Z,- �. d : r OF ENDS (TIED OR WELDED) r I r BOTTOM STEEL - SEE 50HEDULE P�--�--J "A" BAR 7/16" PRESTRESSED STRAND NOTE: "A" BAR MIN. MM. L MINIMUM COVERAGE OF STEEL - 1.5" Tb25' 2. CONCRETE 5TRENGTH AT RELEASE - 3,:.00 P51 3. STRAND FOR PRESTRE551N'G TENDONS- A5TM A41(2 4.. MINIMUM PRESTRESS FORGE PRIOR TO L055E5 - 43.5K TOTAL TYPICAL LINTEL SECTION PRECAST W1 Pg6TRE56 REINFORCEMENT SCALE N.T.S. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, �o- H wZ,:4awww�vi N p 0 R� Z7C�H� O E-: E E-" A E wP4 4 E­I= �LW04 HeyOU w 54 Z xr�wwoxH Z CO way zw U �I' W c E, 0 C) E- � �.4 W Z n� P-4 drawn checked by: GP date: 511102 Scale: NONE LINTEL 5HEDULE C D - L kS_ A - 1 1 1 I� r� ltn SANFORD DUILDINcl pEp'r; "�+>rsE P - LANS ARE REVIEIYED AN' CON !4 NETTED FOR PERMIT. A PERMIT ISSUED 8yOM� CONSTRUED T.O BE A LICENSE 70 PROCEED Wf ?HE WORK AND �' �� "[ANGEL, NOT AS AUTHORITY TO VI PROVISIONS OF TR' OR SEW ASIDE ANY gFLAHQ dSSUANCE OF HE TECHNICAL, CODES, NOR SHALL ®EPT F A PERMIT PREVENT THE9UILpiN6 MON OF ERR HEREAITEf7 REQUIRING A ORREC, R OTHER V O SON THE PLANS, CONSTR LA. TION5 OF THE CODFS. UCT1,*f j. OFFICE RK A: