Loading...
104 Sophia Marie Cove - BR04-001314 (SFR) (A)PERMIT ADDRESS CONTRAC', ADDRESS PHONE NUMBER ' PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER oln FEE FEE SUBDIVISION PERMIT #0A ® i)N A DATE *3f p 4 PERMIT DESCRIPTION PERMIT VALUATION J a SQUARE FOOTAGE 1�-'t -C)Ll�o, I 54 L. DOORS ORNER CABINET BOTH SIDES 0 r o IEN- GR17AI 1'-4" 13'-4" 10'-011 10'-4" �p ROOM SERVING COUNTER 0 42" CONFIRM o m I? i in I -'-- ----- LOC. z m 7 DBL 26SH 00 r-1 r-4: Mi I I0I .-.._.�_. I Irl I lai I IAi� I I IMi I I IMi I I IMI I I 1/I I z w — _ L. DOORS ORNER CABINET BOTH SIDES 0 r PANTRY REF. RNG. W/ MICRO SINK & A ulsP B 1 FOYER ARCH DTA:. 2'-0" x 2'-8" 2'-0" x 8" GLS. BLK. GLS. BLK: I,IGIii FIXTURE 1/4" PL. GLS �? MIRROR 0� q SHOWER ENCL. LIGHT FIXTURE 77M 1/4" PL. GL, MIRROR i■■■■■ IMENNEN 4" RECESS C m J. E34TH D 54TH -2 ",111-/F_1 INTERIOR ELEV 4TION5 6GALE 114'1 - I"-& 1' 0" o IEN- GR17AI 1'-4" 13'-4" 10'-011 10'-4" �p ROOM SERVING COUNTER 0 42" CONFIRM o m I? — CABINET LOC. z m 7 DBL 26SH 00 r-1 UW. z w PANTRY REF. RNG. W/ MICRO SINK & A ulsP B 1 FOYER ARCH DTA:. 2'-0" x 2'-8" 2'-0" x 8" GLS. BLK. GLS. BLK: I,IGIii FIXTURE 1/4" PL. GLS �? MIRROR 0� q SHOWER ENCL. LIGHT FIXTURE 77M 1/4" PL. GL, MIRROR i■■■■■ IMENNEN 4" RECESS C m J. E34TH D 54TH -2 ",111-/F_1 INTERIOR ELEV 4TION5 6GALE 114'1 - I"-& 1' 0" o 1'-4" 13'-4" 10'-011 10'-4" WALL CONFIRM o m I? — CABINET LOC. z m 7 DBL 26SH 00 r-1 m z w — _ — <? w cf :C z J 4" BACKSPLAS io iD F w z ¢ PRECAST R/SH U BASE o 4 — CAB. �'� COVERED LANAI W.I.C. 4 2'.0" TYP. KIT. CAB. SECTION c=n LIGHf FIXIURE 1/4" PL. GLS ch (W/ALUM. KICKPLATE) MIRROR 0 4" BACKSPLASH c7 a a CO i� u- 0 3 13' (J 11 6'-011 I a 0 w 1'• 10" VANITY 6 TYP. VANITY SECTION (13-'0" INSIDE) 35'-0''' w l "A FP N11 j Clpj ori A0' 1'-4" 13'-4" 10'-011 10'-4" CONFIRM o m — LOC. z m 7 DBL 26SH 00 r-1 r' — �� �I T PRECAST R/SH LINTEL ABV: - --- — �'� COVERED LANAI W.I.C. 4 SCREENED IN v zo c=n I ; (W/ALUM. KICKPLATE) CO 3 13' (J 11 6'-011 I 6 (13-'0" INSIDE) ,{ R/SH TILE -U (INCL STEP-UP 0 SGD) MASTER BEDROOM -4 CLG.oQ TILE S:RFEND myII'9 N-' 9'W X 8'H S.Q.D. 8 PANELS)OP T x2'-6" 4 (3 _ N (} 00 a io cfl o0 F- 14'-4" 4'-$11 2'_611 4_011 cV 00 21-211 61_011 Q 00 LL: ;A GREAT ROOM 2'-2" 31-31/211 X NOTE: 4 GRA BARS ADDED -- Yt, - OP N 9'-4" CLG, � oQ p f O\ 00 _ a 1Yy O H. C. a cj -X °x° m a TOILET 4 _ TI00 LE O r N 2868PR _ m 12 N11 11 11 1.411 21-011 31-41 4 FRAME T- - N iv UB UNIT STUB /SHOWER: w Q 7_05 ` ch TILE TO 7'-0" - — °P � N N 6'_411 a BEDROOM #2 9'-4" CLG. (Q _ O ~ 60 I cO LID "Q L 51_ 11 51-611 .;I 311 ch 3068 BF RSH - 0 2 X 2 WALL 5 SH -- C? = R/SH DINING ROOM CV AT LINEN ---/r 2068P 2868PR _� 3066AF 9'-4" CLG. Q11I w l "A FP N11 j Clpj ori A0' �� �I 14 8 20'-411 14I.0 " 3 0 71-411 41-011 5'-811 a 1' IBB 2 D . I , ao . oc \ HOSE �_....(2) #5 RE -BAR Q -------------- p � i * � --------------------------------------- I------------- - ------------------------------------ I 3 TYP MONO. FTG, DETAIL " I C2) ODI Li I '-AR I'N G 1/2" 1 Lu I •.I V I 00 -- 0, STEP DN 2" VERIFY LOCATION OF TUB SUPPLY TUB N ' @ SGD- ---------------- & DRAIN W/ MANUF. - UNIT --------5/$1, EX. ANCHOR - — , 8 I ' BOLTS @ 32" O.C. I " 22'•211 16" `t 121.411 2 , L9V - , 1 i 0'-0" FIN, FL, SLOPE I T 00� 77 '° cU n 0—.7%1, a 411 2500 PSI CONC. SLAB W/0 21 211 31.3 1/21' 81' 6x6 10/10 W.W.M. OR (FIBERMESH/FIBERMIX ADDED 811 1 TO THE CONC. IN ACCORDANCE W/ MANUF'S 3 ,--------; — - — #5 RF•BAR 1 INS'rRUC1'IONS FOR, NER-184 FOR FIBERMESH, OR (0 NFIR411 FOR f@1RMIX, OVIR 6 MILL VI.)QUEEN 7 I -'� VAPOR BARRIER & TREATED FOR TERMITES ;-_, 1�� , N 0 2 OVER 6 MIL VISQUEEN VAPOR BARRIER a OVER CLEAN COMPACTED SAND FILL `- a2 2 XN OVER UNDISTURBED EARTH STRIPPED OF I- 1 VEGETATION AND TREATED AGAINST TFRMITFS i� L - - - - MONO, SILL STEP' DOWN � I rcF..cc€�F3 4 .....-....•_.. .............•.•._..•.........._..•_.,._,..__ _ .- _...-....� in W/ 811 BELL— � 111 " POOtINU 01 �l(��I'DEf1RI�IC1 ���� = �1-�11 � 4" WALLS i. 1 I PLUMBER TILE SILL BY TILE CONTRACTOR (RAISED OR FLUSH) _ _ I #5 RE -BAR SECTION AT SHOWER BEARING 1/2i1= 11.011 EXTEND SLAB 1.1/2" BEYOND BLOCK FACE {„J v v v v Q N % o o co =�o0 11211 EXP. JOINT (2) #5 RE -BAR MONO. EXT. DOOR SILL O O N ` .n, o BEARING 1/2" = 1' 0" 2 CZ 0 U i c O U @ 1 s 2) #5 RE -BAR TO SANITARY SEWER PLUMBING RISER_ ) #5 RE -BAR THICKENED EDGE INTERIOR REARING NUN-BLAWNG 11211 = 11.011 BEARING 1/2"= 1'-0" C,j), 111 1.15" VTR ) HANSON BOX 2" (0 P" I I o � 1 1 TO VERIFY WALL i; TUB THICKNESS i' I UNIT 4'�VVFERIFY LOCATION TUB SUPPLY O! ��_ _ _ _ _ - --- & DRAIN W/ MANUF. I Ir -•i ' I - W/C I I I I cV I I , II ' - LAV I I I L1 I I� 181.211 20" x 16" CONT. ■ -- _ _.-- . CONC. FO(YI Cry (0 W/ (2.) Il 5 RE -BAR I 31.3% I ' I ' � I 161.311 00 CO iI .iL cJ� 1° 4" 1/2 WALL ' DRYER VENT THRU SLAB Ir-'��'--,DBL SINK l.. II II PROVIDE CHASE I I I 1 II X FOR IIVAO UNIT I, t III III 1 I i It 11 i` I i�7 i iy) .._.__� _- - - - -- - .. .. .. .. .. .. ------------------ -----------I-• ..-....-.�. _ 0 I �) A/C 'and ELFC.)- 11 .- I INI: ; IN rkuNI 5/311 LX, ANcHok Llifi �li N�kl '� ����' �� -.1- r I I LINE OF Flil���� ��'I�LL I l�OL1 0 JI211 0.0. II I TO OUSE AVOID OPENINGS I ° I I I c0 ; (INTERIOR NOTE' BEARING NO STEPDOWN IN WALL) o GARAGE. SLOPE _ _ ■ 11 SLAB 2" FROM 2 FINISH FLR. N ]:ICF MACHINE I w 0 0 9 NOTE: 2 BOTTOM OF FOOTING c0 0 12" MINIMUM BELOW '----------- GRADE 1 1 ---------n I I I ----------------------- y, N 191.4" W I a_ I 0 I I I� I CO I Ln 71-811 I I I I �0 I STEP DN 4' o ---- I ; HOSE BIBB (16" A.F.F.) COVER HANDLE W/TAPE TO PROTECT +- m WHOLE HOUSE (- SHUT-OFF I In I 1 CV 10 ■ w ■ 8'-611 2'-10" 2 41.411 41-411 1' 8" 16'-0" 11 81 15'•8"$ 191.411 2 35'•011 FOUND"'ATIOIN PLAN MONOLITHIC; ZD r. to AREA ANALYSIS_ LIVING 1615 S.F. ENTRY 55 S.F. LANAI 128 S.F, GARAGE 434 S.F, TOTAL 2252 s.r, N M J LL O M U) cM � N Cr LLJw MCr ? LJJ -C: u 0 0 N u U) w O N C Oat=fin u Q C) E O N r wr U p CL F0) � 'u Lo t� `CJ 2L U -j o2" Nw - O O 0 L LJ CU0OIm �- � .6 < LLd N c' O o v CL- - -aa� U E- w CrnQ m o cn Tv Z N C N -•1 NU 0 n C o ¢ F-• ��(/m cc: CO) C m u= v a u t° C7 O "I v> W a) o 3" m � O a� E LIJ =� 'o T- -00 psi U i 0 4 U C U V) @ C -L W dr1 bD M0) v U 1, w C -a V Cz d d ' O C p C O C f N Q tut U C i= LLI z O C w o O N U 2 U EL @ U -.- OUz C N N Z a ° U U O 0 J w w CL '- ¢ O J SHEET NO. 2 OF 6 LAST PLOT DATE: March 03, 2004 ENGINEERING BY: WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION P MH X `m O © 0- r-\ m O tp Cn N M M x -4- 6 O M� W o (a E�gW QMMO 00 00 Y O+, q 00 CL Q L1_. d d U — .1 N C 1 r1U)� �✓ w E REVISIONS AREA ANALYSIS_ LIVING 1615 S.F. ENTRY 55 S.F. LANAI 128 S.F, GARAGE 434 S.F, TOTAL 2252 s.r, N M J LL O M U) cM � N Cr LLJw MCr ? LJJ -C: u 0 0 N u U) w O N C Oat=fin u Q C) E O N r wr U p CL F0) � 'u Lo t� `CJ 2L U -j o2" Nw - O O 0 L LJ CU0OIm �- � .6 < LLd N c' O o v CL- - -aa� U E- w CrnQ m o cn Tv Z N C N -•1 NU 0 n C o ¢ F-• ��(/m cc: CO) C m u= v a u t° C7 O "I v> W a) o 3" m � O a� E LIJ =� 'o T- -00 psi U i 0 4 U C U V) @ C -L W dr1 bD M0) v U 1, w C -a V Cz d d ' O C p C O C f N Q tut U C i= LLI z O C w o O N U 2 U EL @ U -.- OUz C N N Z a ° U U O 0 J w w CL '- ¢ O J SHEET NO. 2 OF 6 LAST PLOT DATE: March 03, 2004 ENGINEERING BY: WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION P MH R/A --_ R/A ' I � , 12_X6X7 I 1111111 III III III II r-- �// , lOXSXG I ROL .5 loo � I I HX04 I I ti I I I I •.. I I I I I I I I I I I I I I 12X6X7 _ �f�—lE= Ott[-- ►� ' I Li 111 R/A� - --_ - =�R/A i = I r Xx�xh a , ol F- I I \ T a I ^ 1 I I l UXGXG ' I I I I 20X20 DIRECT \\\\\N\\\` ` I I I N\\\\\\\\ELECTRICAL L CTRI AL I I I 1 I I I I 1OX10X7 2 -WAY I I I I I I I , I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I 1 I IL --- 1 I I I I I.. -------- -- 11, I I I I III I I I I III 1 I I , 111 I I I I 111 I I I I III I I I I 111 ' I I I 111 I I � I 111 I I I , 111 I I I I III I I I , 111 I I I 1 111 ' I I I 111 1 I I I III 1 1 1 I 111 1 1 I I 111 I 1 I I nl I x- 111 111 I r- ------------------------ ----------------------- ---- n, I I III 1 1 ul I I n1 I 1 HVAC PLAN SCALE: 1/4" = 1'-0" ELECTRICAL LEGEND SMOKE DETECTOR ob FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN ujN z DOOR BELL CHIMES U p– DOOR BELL Dp P DISPOSAL DISCONNECT SWITCH SP PREWIRE SPEAKER a JUNCTION BOX OTHERMOSTAT 0 LOW VOLTAGE LIGHTING I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON IN SOFFIT -----------------------------------------------r .. ---------------------------- ____I h 1 , h I 1 I h , h I I I y , tFAN IRE / CONFIRM LOC. �/ 1 I � � ;W/OWNER h WP ' WP ------------ _ �- 1 +�A I RF PHONE / POWER FOR ALARM SYSTEM @ 84" A.F.F. N MIRROR I I I I Q I I I --" _ '� .� — _CENTER OVER SINK / I I I I � I I I I 1 -AN � I I EWIRE - \' I I (jibVr1V I I I I I I I I I I I \ \ SIX SPEAKER WIRES INSTALLED TO LOC. b APPROVED BY OWNER --------------I FAN PRF..WIRE � I I � FT v 1 I I CENTER OVER ;' I VANITY TOP TV I I I ' 1 I 61.311 I I I I I I 1 I \� \ TV J , I I Fr.__11 I... I I I 11 \ I M - PAN -- - r PRFWIRF I , I I I I ALAR iFr=l ---71j PAD ZOV I I ELECTRICAL 42„ MICRO 1 1 \ PANEL HW ABOVE 1 I \ FOR ATTIC STORAGE ° \ POSITION SWITCH R \ \ / IN EASY ACCESS / OF STAIRS I I CENTER LIGHT IN \ \ \ ATTIC SPACE & ON TOP CORD OF TRUSS I 1 � 1 , I I \ \ I 1 1 I--- I WPGFI �\ I I �- I�--------_�-- D. B. 1 �\ - ----- ---- Ili FOR GARAGE SAF•T•BEAM DOOR OPENER III _ \ I 1 III 1 I �r-- •----- F- I , II' 111 I I , I 111 III I I I I 111 III I I I , I I1� III I I 1 DLII , I III III I I � III III I I \ o 111 III I I I °=- ulu I I I —I V) 111 III I I Q w � I =----------------1-31 , Y W III , I WCL 1 , I , I NbD b Q0 Cp Cn N M X 4- C caO (C3 E 0 o Q L� REVISIONS AREA ANALYSIS LIVING SINGLE POLE SWITCH S2 DOUBLE POLE SWITCH t3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH M CEILING FIXTURE W + SCOUNCE ( WALL MOUNTED ) LL FIXTURE Q' \ .1.., L17 V? 110 VOLT DUPLEX OUTLET m _ .� + 110 VOLT SPLIT SWITCHED OUTLET -o a - g) p GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAULT U o LL 00 O 0 LU 220 VOLT OUTLET Qi SPECIAL SERVICES OUTLET TV T.V. CABLE OUTLET LL < TELEPHONE CABLE OUTLET J w } o i a� RECESSED LIGHTING Wp WATERPROOF c�N� RECESSED LIGHTING LLJ BATH FAN i 0_C .- In BATH FAN W/ LIGHT W UNDER CAB. LIGHT CL ° o 1.. SMOKE DETECTOR ob FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN ujN z DOOR BELL CHIMES U p– DOOR BELL Dp P DISPOSAL DISCONNECT SWITCH SP PREWIRE SPEAKER a JUNCTION BOX OTHERMOSTAT 0 LOW VOLTAGE LIGHTING I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON IN SOFFIT -----------------------------------------------r .. ---------------------------- ____I h 1 , h I 1 I h , h I I I y , tFAN IRE / CONFIRM LOC. �/ 1 I � � ;W/OWNER h WP ' WP ------------ _ �- 1 +�A I RF PHONE / POWER FOR ALARM SYSTEM @ 84" A.F.F. N MIRROR I I I I Q I I I --" _ '� .� — _CENTER OVER SINK / I I I I � I I I I 1 -AN � I I EWIRE - \' I I (jibVr1V I I I I I I I I I I I \ \ SIX SPEAKER WIRES INSTALLED TO LOC. b APPROVED BY OWNER --------------I FAN PRF..WIRE � I I � FT v 1 I I CENTER OVER ;' I VANITY TOP TV I I I ' 1 I 61.311 I I I I I I 1 I \� \ TV J , I I Fr.__11 I... I I I 11 \ I M - PAN -- - r PRFWIRF I , I I I I ALAR iFr=l ---71j PAD ZOV I I ELECTRICAL 42„ MICRO 1 1 \ PANEL HW ABOVE 1 I \ FOR ATTIC STORAGE ° \ POSITION SWITCH R \ \ / IN EASY ACCESS / OF STAIRS I I CENTER LIGHT IN \ \ \ ATTIC SPACE & ON TOP CORD OF TRUSS I 1 � 1 , I I \ \ I 1 1 I--- I WPGFI �\ I I �- I�--------_�-- D. B. 1 �\ - ----- ---- Ili FOR GARAGE SAF•T•BEAM DOOR OPENER III _ \ I 1 III 1 I �r-- •----- F- I , II' 111 I I , I 111 III I I I I 111 III I I I , I I1� III I I 1 DLII , I III III I I � III III I I \ o 111 III I I I °=- ulu I I I —I V) 111 III I I Q w � I =----------------1-31 , Y W III , I WCL 1 , I , I NbD b Q0 Cp Cn N M X 4- C caO (C3 E 0 o Q L� REVISIONS AREA ANALYSIS LIVING ENTRY LANAI A2252S.F. GARAGE TOTAL t.u1 r -I .. w �Co`fi u O 4�i U'i M 0 M .® W + LL Q' \ .1.., L17 V? m _ .� + -o a - g) p J M .0 U o LL 00 O 0 LU 0 Z �^��CQ �., LL < M 0 J w } o i a� U -00 M c�N� LLJ N i 0_C .- In [� W M CL ° o 1.. O � O C C a) � � ■ <C~n m w 4 -I--1 0 0 Ln -0 o "oma �aZ C) W Cm(D oUr`Ui C rH O V)Nm Lt.. + > _I C 'a v ami A W v 0 - fl J N C O O (n L (Q -a — z 2 0 E o 0 0 v � tmn F- U E E N CN t.u1 o a .. w �Co`fi u O 4�i U'i M 0 OEoN U .® W + Q' \ .1.., L17 V? m _ .� + -o a - g) p J M .0 U o LL 00 O 0 LU m Z �^��CQ W 0 N G C,\), U J w } o i a� J C-) -00 c�N� N i 0_C .- In CL ° o 1.. � O C C a) � � ■ U a0OO C �._ x m w \ cNv o �m>� o aL cII M U\ b0 N J C -2O r_"TLo - -0 o "oma �aZ T"I Lu Cm(D oUr`Ui C rH O V)Nm Lt.. + > _I C 'a v ami A W v 0 - fl J N C O O (n L (Q -a — z 2 0 E o 0 0 v � tmn F- U E E >`. ca U '- ` W CN Q) v Q O v N a U ` tl (n CL — U a� (n J HU aa)wa. < 0 J SHEET NO. 3 OF 6 LAST PLOT DATE: March 03, 2004 ENGINEERING BY: WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION i# 22.150 rig U Q m m U- 0 d O ROOF PLAN SCALE: 3/16" = 1'-0" 0 72" x 16" F.G. TRAN. 72" x 16" F.G. TRAN. - - T m - ` - ` - ` - ` - _ ' _ LITE TEXTURED - Q00CEIVIENTITIOUS COATING 3` y `35 SH' ` FIN. FLR. - - - - - - - - - VATION SCALE: 1/4" = 1'-0" 1�6 TRUSS HEEL @ GARAGE FIN, FLF 1 11 TRUSS H E E E L --GARAGE ,� BSiR G-�➢N`�' -. @ —_'=_^----_-__ r _ _ - _ _I_ _ _ _ - _1_ _1_ - _ _ _I_ _ _ ; _ _1_ _ _ ` _ 1 1 I I. 2,011 x SII I I x,11 • , ' I , I , , - , , I � � � , I , , , ! r I r , , r I I ! ! I..,.. [] GLS,BLK1 4'� I ......_._..............._ . ..� LITE TEXTURED -_ 011 2,11 �r m - - - Q- - - - - - 2' x s b w CEIVIENTITIOUS COATING ; o o, ca `i GLS. BLK. 0 w Q I _ O I 25 SH ' ' ' 25 SH FIN. FLR. _ _ _ ' _ _ ' _ ' - ' - ` - ' - - ` - ` - ` - ' - ` - ' - - ` - - - - ` - " - ` - ' - ' FIN. FLR. r _ r r _ ! _ i _ r _ r _ - i _ ! - r - ` - r _ - - - - r- - r - - r r ! r r r r l- - r - - - r - - !- -r- - r - - r - `- - - •� ------ RIGHT ELEVATION � SCALE: 1/4" - 1'-0" X, 32" x 32" FOOTING COLUMN TAPER 28" SQ, TO 1611 SQ. �G F.Q Pel 9080 S.G.D. REAR ELEVATION SCALE: 1/4" = 1'-0" FIN FLR, 16' x 7' 32 PANEL OVERHEAD DOOR 16" x 20" FIXED GLASS /-6" FRIEZE FRONT ELEVATION - r BEAM 01R01'FW 5" I _ I I (1) 2"XI1" BEAR = I , s FRAISED TRUSS HEEL @ GARAGE ' .9 C7 a m R w co 02 C7 ' FIN. FLR. - FINISH FLOOR-- Column Elevation view SCALE: 3/8" . I'-01' v 5" TRIM- 1 - 1 r - - I 1 b) LL - El (L 0 3:35 SH - Q 0 El CULTURED STONE --/"SEE COL. DETAIL" 2868 FRENCH 1' S.L. "LEDGESTONE" TRAN ABV. 16' x 7' 32 PANEL OVERHEAD DOOR 16" x 20" FIXED GLASS /-6" FRIEZE FRONT ELEVATION - r BEAM 01R01'FW 5" I _ I I (1) 2"XI1" BEAR = I , s FRAISED TRUSS HEEL @ GARAGE ' .9 C7 a m R w co 02 C7 ' FIN. FLR. - FINISH FLOOR-- Column Elevation view SCALE: 3/8" . I'-01' SAFE L FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U LI OAD TABLES 8" PRECAST & PRESTRESSED U•LINTELS • NTELS LENGTH - TYPE UPLIFT RRF6 08 8RF1D 08 GA u U@ GRAVITY 8RF18 U8 [LENGTH 8RF26-0B 8RF30 UB TYPE BF&OB 8F12 OB SF16 OB BF20 08 LEND 80828 TH 808 BF24 08 OB BF320B 8RF14.113 _ 8FB 1B 8F12.lB 8F16lB BF20•IB 6F24 1B BF28-IB BF32.IB 8F12•11 2'•10" (34") PRECAST 2302 3166 4113 6039 1525 9004 11 U2 11936 £3F32 17 _ 3166 4173 fiW9 7526 9004 111472 119315) 8F12.2T S-6" (42") PRECAST 230? 3138 _ 3311 1669 w --6001 7315 - 8630 9941 BF322T -. -""-- 11646019--- .._......_-.....,...__..____.....___..___.. --..-. _�__ 4411 11030 /526 /526 -2495 -----. 91014 104/1 11936 _ - 2R78 4'-0" (48") PRECAST2029 2325 3167 4438 ----- 5410 6364 7359 9055 --__ ?646 .1413 GU39 - 1526 4' 6" (54") PItrCAST tri 1 11£37- 1913 7657 3401 ___ -r 3 AM -1149 _ _ - 10112 _ 4606 -_'- -- 11936 4644 2784 _ Yllfl 11171 6039 1526 9004 10112 9668 Rt;57 (64") PPMA`'T 1 184 2021 T-6"(42") f'ftE(,nsr ?Ifi5 ??119 -_-__------------_- Ifi6 781{9 5051 6096 -- - -54 11( 1 h424 Jl'1; R' 10" (7o") I''Iir(,A,-;r c�7 110111 111 1 -141q li�ii) ai4 iia! ii ii 2215 1451 -- - 'Jlfiq 1144 411,11 1411 --- h,1i 111 AU) /036 Ci (, (78) I lfr(A�,•r 61:17 110 21111 1761 1I4h 2T4 - - llhtl _ 19/1 I £Iii . 19(19 _ ..... _ Uh 71111 uIh h26f1 _ - Jt34 all, NO() NOO II(13 (nu') I'Mf,A!:, I` 7tl;7 In11 ini� Yif1) 11117 - --9411_.. ARA 1818 1925 161 V 761"1 Itlln 1656 6611 5114 r 6110sl'4R 9•4 (111") PPECAST X73 r r'•I1 11)49 1469 1210 1482 1154 2)21 1167 768 1212 1818 2544 - -nU2 3469 4030 3121 5525 10'.6" (126") PItECnST 456 4(12 1125 915-- 1122 1328 - ;575-- 11116 _ 65£3 1015 1514 2051 2774 3130 2404 Mot, 11' 4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 1484 5'38 935 1365 1854 2441 3155 1044 1648 17.0" (144") PRECAST 414 545 864 t254 1669 - 20/4 1570 1818 470 555 1254 1697 2211 2832 3590 I''M14 13'4" (160") PRECAST 362 421 726 1028 1331 1636 1224 1x18 13 r 485 748 1076 14381855 - Ira, 2343 2920 111 14'•0" (168") PRECAST 338 3111 64(3 911 - 1190 1462 l0A1 111) 1318 _ 455 700 1003 1335 1114 2153 26661 111£_._ 14'-8" (176") PRESTRESSEDN,R, NR NR NR NR NR NR NR 17111) 465 768 13/0 :`11411 7/1'D 716!1 11'01 817 I'M- NR NR NR 15--4" (184") PRESTRESSED N P%, NR NR NR 1147 42(1 G!1'S 1150 VA85- T2310- 11'11- 2690- lila 012 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 91 £ - 310 530 950 1400 1800 2200 2600 ,148 I'REST12E5SCU NA.NR NI( NR - Nit NR NR NR ID21 240 400 150 ll090 `1161 1400 1720 2030 3145 21'•4" (256") PRESTRESSED N.R. 1111( - - 1711 _ qui-" NR ` iTf rvr3 618 Ina 3;10 610 914(1 1340 I1A0 _ 21 I(1 2144 270" (264) PRFSTRr5Sr1) N.I�, I'M Nli ru! wt Nr( rjr( NR 755 160 300 510 81(1 1256 1660 19/0 2634 - 24'-0" (238") PRESTRESSED N.R. NR NR 1111 NR NR NR NR 498 130 240 470 720 1030 1350 1 1610 1/31 716 611 1039 1389 1711 2034 2358 396 493 11'-4" (136") PRECAST 666' 439 696 899 1104 1309 1515 666 -- 535 "' 12951' 9 1896 219.4 O 556 12'-U" (144") PRECAST 681' aao 010,;0 o o 816 1001 1186 1312 8F1G Irl/IT' 631 496 flrtFlll In/iT 1209 1514 1799 2086 86 III I,AII A I hill, 494 131 41 (160") PRECAST 500' 340 Mltl. (1)131 0'111 b86 841 997 1153 Ile, - I 1 I I I ,111 713 401 . Ll '„ 1004 1367- 1631 - 11301- 302 390, 14'.0" (1681) PRECAST 458' 316 •.°t --- C.M.U. 635 778 922 1065 - 548 378 U 'r 922 1254 1567 1816 r, 611001 360 14'•8' (176") r'RESTRCSSIED , 243 295 - �o 591 . 124 957 0100 Ur) ro-PARAT nor I(1M -- 0 r O 01 I.IrIN1.0AVUY X82 8 2 !1 6 1491 HIT IOM RI'INfURWNn N.R. 357 r' 10 4' (184") r'RESTRLSSEp 7 5/n'ACrunLI PROVIDED IN LIN rr_L ?/8 430 653 611 y (VAT III M) .-.-_____ J2:. _.._-.-- ---_ It" NOMINAL WIDTH N.R. 327 228 T''P[ D€b'IGNA,rioFI 582791 1072 1381 f" = rh.I rI) 811111 OR(111} � 1) - IIpIFILlrf1 17'•4' (208') PRESTRESSED 198 236 361 QUAN rl TY OF 45 REBAR AT I BOTTOM OF LINTEL CAVITY 567 670 174 8F16-1I3/1T _ NOMINAL WIDTH J L QUANTITY OF 45 255 188 276 NOMINAL HEIGHT REBAR AT TOP 643 87.1 11?I a- MATERIALS 165 _ 287 313 801 1. f'c precast. lintels = 3500 psi, 579 661 - -- (1j 2. f'c prestressed lintels = 6000 psi, 165 239 3n:i 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. /36 940- ilio N.R. 4. Concrete masonry units (CMU) per ASTM C90 w/ (256") rRFSTRrSSD 18145 621'•4' minimum net area compressive strength = 1900 psi. 33 �1? f1,0- 5. Rebar provided in precast lintel per ASTM A615 GRGO. --- -- ---- - 141 --- -- Field rebar per ASTM A615 GR40 or GR60. 116 1/'635 110/ 6. Prestressing strand per ASTM A416 grade f .It. 171 0 270 low relaxation. - u1u 701 +ni 0 0 7. 7/32 wire per ASTM A510. 7611 S. Mortar per ASTM C270 type M or S. N.R. 161 m 205 322 457 607 1 0 947 24'-0" (288") PRESTRESSED 127 165 r i GENERAL NOTES 447 515 cu N. R. 135 1. Provide full mortar head and bed joints. 124 186 230 408 2. Shore filled lintels as required. 680 833 'REDUCE 3. Installation of lintel must comply with the architectural BY 25% FOR GRADE 40 FIELD REBAR > and/or structural drawings. 8" PRECAST W/ 2" RECESS DOOR m 4. Lintels are manufactured with 5-1/2" long notches at the a ends to accommodate vertical cell reinforcing and grouting. E 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and U longer with a nominal height of 8" meet or exceed L/180. 0 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. P 8. Cast -in-place concrete may be provided in composite V) lintel in lieu of concrete masonry units. 0 9. Safe load ratings based on rational design analysis per ACI 318 0 and ACI 530 E SAFE LOAD TABLE NOTES a� _- 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads ora total superimposed ollowahlo load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintell. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only, 7. Thin dosignor may evaILHAO concontrMod loads from the safe loild tablas by calculating the rnaximurn resisting moment and shear at d -away front the face of support, 8• For composite lintel heights not shown, use safe load from next Inwor bildwhl, t). All milii lowk In 01010 ul Iwunll.i Ito 1101161 foul. 8" PRECAST & PRESTRESSED U•LINTELS c�,uE ciur� GRAVITY LENGTH - TYPE UPLIFT RRF6 08 8RF1D 08 8RF14 OB 8RF18 U8 [LENGTH 8RF26-0B 8RF30 UB _ ALL MASONRY/TRUSS LOCATIONS RFI. 15 [3RF10 IB 8RF14.113 LATERAL BPF22 1R TYPE `�� SF8.1T 8F12•11 BFl6 lT 8F20'1T SF24lT eF281i £3F32 17 ,1929 5904 , BF82T 8F12.2T BF162r SF202r BF242T SF282r BF322T 808 8F8 2'-10" (34") PRECAST 2127 _ - 2R78 4101 5332 6569 7811 9055 x,26 -n - ______---.---.__.._._____._ -- 2127 2784 3981 5190 , 6401 7630 Rt;57 -- 2021 2021 T-6"(42") f'ftE(,nsr ?Ifi5 ??119 "1760 q?3/ 1"1'157--- )' --_--_ 9603 Jl'1; IIh1 1 r1' 10" (;0") I'fIF(:RT 7165 2215 3165 1125 5091 6061 /036 1257 1257 4'.0' 48' 111 19(19 7A32 3680 6'-8" (80') PRFCAsT II(13 7051 3IIII 6412 1818 1925 2150 35113 n 14.2 264 6110sl'4R 7'111 9311 it' 6" rI"PrCASTIhoO alu 1167 7!'01 329/ 401(3 4161 5525 II00 Al 10 811' 1666 11116 1475 +Ill - qt 1 -- 16FII Mot, 7; 7 7?7 5' 4' (64') PRFCAST 1393' 1484 2110 - 2141 -- )315 401!1 1648 _.--- -�- tl F3 6116°) l'Ittf;n�,r I'i41 470 / uh(1 '1610 12113ri0F, 1!120 I''M14 udu. 505 5' 10" (70') i,n(,AST 1212" --- 13 r l9 u) Ira, -,A- 1�6r, -' 111 --- - 111) 1318 IA/r, 7441 YDIr1 151{1 111£_._ 41 Fi 418 6'6" (711") rlivcAsr IIII' 17111) IJ19 - 7/1'D 716!1 11'01 817 1141- 1147 1644 11'11- 211(1- j71h - 012 707 80 T-6" (rlo") r'RmAST �• 91 £ - I1/h ... -_. 1914 .. 114 ,ll, ,148 - 190 ID21 1466 - 19a/ 2151219'1 3145 5'91 0 57 9' 4" (112") PRECAST 981" 618 990 1269 1560 1852 2144 801 755 1192 1550 1910 22/1 2634 - 454 630 10 6" (126') PRECAST 716' 498 193 1027 1261 1495 1/31 716 611 1039 1389 1711 2034 2358 396 493 11'-4" (136") PRECAST 666' 439 696 899 1104 1309 1515 666 -- 535 905 12951' 9 1896 219.4 363 556 12'-U" (144") PRECAST 681' aao 631 816 1001 1186 1312 - 631 496 918 1209 1514 1799 2086 .f40 494 131 41 (160") PRECAST 500' 340 532 b86 841 997 1153 713 401 682 1004 1367- 1631 - 11301- 302 390, 14'.0" (1681) PRECAST 458' 316 493 635 778 922 1065 548 378 629 922 1254 1567 1816 286 360 14'•8' (176") r'RESTRCSSIED , 243 295 - 04A 591 . 124 957 0100 - -- X82 8 2 !1 6 1491 1142 N.R. 357 r' 10 4' (184") r'RESTRLSSEp 7?8 ?/8 430 653 611 --•- RDI .-.-_____ J2:. _.._-.-- ---_ N.R. 327 228 329 582791 1072 1381 IC,16 17'•4' (208') PRESTRESSED 198 236 361 464 567 670 174 _ N.R. 255 188 276 849 643 87.1 11?I 136'1 19.4' (232') PRESTRESSED 165 _ 287 313 801 890- 579 661 - -- 165 239 3n:i 5150 - /36 940- ilio N.R. 204 (256") rRFSTRrSSD 18145 621'•4' 33 �1? f1,0- --- -- ---- - 141 --- -- !l) 116 1/'635 110/ qq) f .It. 171 71' U" (1G�1") I'ItCS'TRESSCU 14!1 - u1u 701 +ni n1n ti)y 7611 N.R. 161 137 205 322 457 607 1 771 947 24'-0" (288") PRESTRESSED 127 165 244 3123110 447 515 N. R. 135 124 186 230 408 538 1 680 833 'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS c�,uE ciur� GRAVITY LENGTH - TYPE 8RU6 RRF6 08 8RF1D 08 8RF14 OB 8RF18 U8 8RF22.08 8RF26-0B 8RF30 UB _ ALL MASONRY/TRUSS LOCATIONS RFI. 15 [3RF10 IB 8RF14.113 BRFIA IB BPF22 1R ARF24 IR I;Pr30 IB 4'•4" (52) PRECAST 1489 15!)1 3093 2982 3954 ,1929 5904 ii;ao _. 1850 _ 5696 1827 3412 1982 6472 7947 9416 10818 4' 6" (54") PRECAST 1357 14x9 2182 2714 315100 1,181 5176 - x,26 -n - ______---.---.__.._._____._ -- 1102 3,117 4982 hh12 /941 9416 1795 2423 5 ft" (rFl") r'Itrcn`7T 7811 8:17 1602--I�di(1 i 71168 7(6h 1"1'157--- )' --_--_ 9603 U;ip IIh1 1 r1' 10" (;0") I'fIF(:RT 4014 6417 M,IA 01114 Oto) 5'• 10` (70") PRECAST 735 996 1099 1690 2288 2191 )Iiia 3'162 6'-8" (80') PRFCAsT II(13 7051 3IIII 6412 fi(ilfi 544(1 Gall r1' R" 6811") 1'lll'CA�i1 II;,2 Qd1 Ihl! 7'111 lain 1/71 alu P 2 688 697 IUI hl! !1111 II00 Al 10 811' 6I0f I'III I II'I I f11111 161 I'1/l 1"16"1 I!ira 9' 8.,533' (116") PRECAST )')11 +1101 808 1123 1413 !n4 I of 712'1 1609 5,111 6614 "I tl F3 6116°) l'Ittf;n�,r 171 470 fil'I 11fi1 11111 1141 Ib14 udu. 535 )28 1.197 2119- 2618 3595 210(1 8' PRECAST W/ 2" RECESS DOOR IJ -LINTELS "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 2 X 4 CONT. PERMANENT LATERAL BRACING NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF _ 16'0" MAX. 16'0" MAX, FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACING I I - I -- -- - -- - - - -- - - -- -- - -- - ---- ---- - -- - - - -- I I LATERAL BRACING 'X' B ACING (TYPICA) (TYPI AL) I DTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS SIMFSON FI5 W/8 8d ALL RAFTERS 10' OR GREATER SPAN --- 2" X RIDGE BOARD -(2" NOM. LARGER THAN RAFTERS) (EXC. 12" RIDGE BD. W/ 12" RAFTERS) TOENAIL EACH RAFTER W/242d AT EACH VALLEY STRINGER NAIL 6 LN6IHL-LkLD ONLY NAIL PLYWOUb Al VALLEY W/ 8d AT 3" O.C. TO VALLEY STRINGERS 545 i �./'ffl IITY£ "'. SIll35". ;" A 0 Ix a \(G!RT19ffil.AG3! 2" X 4" BLOCKING @ 24" O.C. 2"X4•" VALLEY STRINGERS W/2 -12d AT EACH TRUSS CROSSING ENG. TRUSSES CONY. FRAMING & VALLEY DETAIL NTS _ RAFTER SIZE 0'-8' SPAN - 2"X6" W/4 -12d EACH END 8'-12' SPAN - 2"X8" W/4 -12d EACH END 12'-15' SPAN - 2"X10" W/4 -12d EACH END 15'-18' SPAN - 2"X12" W/4 -12d EACH END 4'x8' SHEETS 1/2" CDX 1/1/ALL BELOW PLYWOOD OR 7/16" OSB (TYP - - - J 0- I m /40 1 z `L G I 0 STAGGER END JOINTS @ FRAMING MEMBER U TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER © TYP. LOOKOUTS @ EA. JOINT & 24" O.C. UU TYP. MIN. PLYWOOD WIDTH 12" 0 TYP. NAILING 6" O.C. EDGES & 12" O.C. INTERIOR W/8d COMM. 0 TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. © TYP. NAILING 3" U.C. @ VALLEYS W/8d COMM. ROOF DIAPHRAM NAILING SCHEDULE TYPICAL NO SCALE A ,A .� ph (�lll) 111.11110 fax (401) J1J-2164 Adams Buildin \ •SeMn2 the Profmlonel Bwder an rd Airport Blvd Materials, Inc, an ord FL 32771 GENERAL NOT�IN DIMENSIONS ARE SHOWN Feet -Inches -Sixteenths FORMAT REQUIRED INTERIOR LOAD BEARING WALLS SHOWN cQ HEIGHTS N DESIGN WIND LOAD IS 120 MPH WITH 10 PSF DEAD LOAD TRUSS SHALL BOE RESPONSIBLE AOR THE REQUIRED REPAIR FOR TRUSS HANDLINr; INBTGI I IN!] n 0 -- SEE "HIB -91 -UTE (T.P.I.) WED AREAS TRUSS LAYOUT CONNECTOR 6CHEDULE HANGERS 0 Simpson HUS26 (4) Connections of less than 250# to be toenailed using 3-16d nails TYPICAL HEEL eI Pitch: //12 BrgSz:8" 0/816" sq Customer. Shoemaker Construction Job Number.33984 T167.037 Rep: Anthony Project: Lot #16 The Dakotas SubdivisionLot Block Location: Sanford, Seminole Co. LoadingshingleBy: Mark G. Burnham Date: 03/26/02 CONNECTOR BRAND FASTENERS UPLIFT LATERAL TYt'rI1Rr6IT I rMIT1I LOCATION IMF 101T off 141r 11firIRIr Ito—`Ir Il1tr76Ir 66130Ir 1112116 RI,r6, ALL MASONRY/TRUSS LOCATIONS 111116.21 nRf102r 81111421 /1/1111121 too 2221 1110'2621 RRf3U21 5PH 4 4'4' (5J) PRECAST - ---1 -TAT- 11TH7100 SPH 4 61'12 BEARING WOOD WALL BOT O PLATE TO STUDS Ira"OC _. 1850 _ 5696 1744 15 1!) _.._1.. .._.___- 2139 3110 1008 4'.6" (54") PRECAST 1192 1501 '1311 3121 3931 4156 5511 853 853 111)2 1468 7740 3016 '110/ 4643 5461 (611") PRrcnST 92 4'- 1172 1795 2423 3055 3689 4325 --501 50 914 1197 1141 )Al _ AM --_--_ 9603 U;ip 1 r1' 10" (;0") I'fIF(:RT 896". -=' - 1138 - 1742 2352 - 2965 77,IGS 3581 1198 )Ifl 996 1099 1690 2288 2191 3491 4106 6'-8" (80') PRFCAsT nn Bae 1919 764"1 2511 ��nl X1641 8'11) 11(10 118 856 HM 198' 2503 3035 3x63 7'•G" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3177 9' 8.,533' (116") PRECAST 433 808 1123 1413 1704 1995 51 fi 614 533 527 1009 1369 1128 2088 2.150 "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 2 X 4 CONT. PERMANENT LATERAL BRACING NAILED TO OPPOSITE SIDE OF WEB HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF _ 16'0" MAX. 16'0" MAX, FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACING I I - I -- -- - -- - - - -- - - -- -- - -- - ---- ---- - -- - - - -- I I LATERAL BRACING 'X' B ACING (TYPICA) (TYPI AL) I DTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER TYPICAL PERMANENT TRUSS BRACING DIAGRAM NTS SIMFSON FI5 W/8 8d ALL RAFTERS 10' OR GREATER SPAN --- 2" X RIDGE BOARD -(2" NOM. LARGER THAN RAFTERS) (EXC. 12" RIDGE BD. W/ 12" RAFTERS) TOENAIL EACH RAFTER W/242d AT EACH VALLEY STRINGER NAIL 6 LN6IHL-LkLD ONLY NAIL PLYWOUb Al VALLEY W/ 8d AT 3" O.C. TO VALLEY STRINGERS 545 i �./'ffl IITY£ "'. SIll35". ;" A 0 Ix a \(G!RT19ffil.AG3! 2" X 4" BLOCKING @ 24" O.C. 2"X4•" VALLEY STRINGERS W/2 -12d AT EACH TRUSS CROSSING ENG. TRUSSES CONY. FRAMING & VALLEY DETAIL NTS _ RAFTER SIZE 0'-8' SPAN - 2"X6" W/4 -12d EACH END 8'-12' SPAN - 2"X8" W/4 -12d EACH END 12'-15' SPAN - 2"X10" W/4 -12d EACH END 15'-18' SPAN - 2"X12" W/4 -12d EACH END 4'x8' SHEETS 1/2" CDX 1/1/ALL BELOW PLYWOOD OR 7/16" OSB (TYP - - - J 0- I m /40 1 z `L G I 0 STAGGER END JOINTS @ FRAMING MEMBER U TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER © TYP. LOOKOUTS @ EA. JOINT & 24" O.C. UU TYP. MIN. PLYWOOD WIDTH 12" 0 TYP. NAILING 6" O.C. EDGES & 12" O.C. INTERIOR W/8d COMM. 0 TYP. NAILING 6" O.C. @ HIPS & SUBFASCIA W/8d COMM. © TYP. NAILING 3" U.C. @ VALLEYS W/8d COMM. ROOF DIAPHRAM NAILING SCHEDULE TYPICAL NO SCALE A ,A .� ph (�lll) 111.11110 fax (401) J1J-2164 Adams Buildin \ •SeMn2 the Profmlonel Bwder an rd Airport Blvd Materials, Inc, an ord FL 32771 GENERAL NOT�IN DIMENSIONS ARE SHOWN Feet -Inches -Sixteenths FORMAT REQUIRED INTERIOR LOAD BEARING WALLS SHOWN cQ HEIGHTS N DESIGN WIND LOAD IS 120 MPH WITH 10 PSF DEAD LOAD TRUSS SHALL BOE RESPONSIBLE AOR THE REQUIRED REPAIR FOR TRUSS HANDLINr; INBTGI I IN!] n 0 -- SEE "HIB -91 -UTE (T.P.I.) WED AREAS TRUSS LAYOUT CONNECTOR 6CHEDULE HANGERS 0 Simpson HUS26 (4) Connections of less than 250# to be toenailed using 3-16d nails TYPICAL HEEL eI Pitch: //12 BrgSz:8" 0/816" sq Customer. Shoemaker Construction Job Number.33984 T167.037 Rep: Anthony Project: Lot #16 The Dakotas SubdivisionLot Block Location: Sanford, Seminole Co. LoadingshingleBy: Mark G. Burnham Date: 03/26/02 CONNECTOR BRAND FASTENERS TYPE OF CONNECTION ALLOWABLE UPLIFT • LOCATION META 16 SIMPSON (10) 10d x 1-1/2" NAILS ALL TRUSSES TO MASONRY 1240 LBS, ALL MASONRY/TRUSS LOCATIONS MTS 12 SIMPSON (14) IOd x 1-1/2" NAILS TRUSSES TO WOOD 1000 LBS, ALL FRAME/TRUSS LOCATIONS 5PH 4 SIMPSON (10) 10d X 1-1/2" NAILS BEARING OOD WALL DOUBLE TOP PLATE TO STUIZ>S 16"OG 1240 LBS, INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL SPH 4 51MP50N (10) 10d x 1-1/2" NAILS BEARING WOOD WALL BOT O PLATE TO STUDS Ira"OC 1240 LBS, INT. BEARING WOOD WALL AND EXT. WOOD PORCH WALL C 0 (y) 0 0 0 N 0 C n U U c 0 Q V 0 U a� E 0 V) 2 X 4 T -BRACE IF REQUIRED BY TRU8S 1VI6" OSB OR 15/32 COX' PLYWOOD MANUFACTURER BEE NAILING SCHEDULE ON ROOF TRUSS LAYOUT I 16" TYP, 06n 611NATHIW14 N"0116, Y' L"-: I'IL-LL I rf�UtlOt'.b p2d"GwC �� \-caAMLE TRIISB HAILeD W/12d ICS 2Xb PLATE 2Xb PLATE ANCHORED TO BLOCK W/ 1/2" A30 TABL�LTAP 16, 45" OC MAX. W/2" WASHER is 24"OC W/4 -I06 NAILS 8" CMU WALL GABLE ATTACHMENT ----- (y) 00 1/2'x 8" A.B. W/2" WASHER SET IN TYP. FILLED CELL MIN 3 PER JAMB -- P.T. tt2 S.Y.P. 2" X 6" .01 OVFRHFAO SECT, - DOOR TRACK W/ 3/8" X 1/2" STEEL LAG C3OLT " W/ WASHER. MIN 6 PER TRACK TO JAMB 101 SECT. OVERHEAD — DOOR \ GARAGF SI Arl TYPICAL GARAG L DOOR MOUNTING o AI F: 1 /2" =;1'•(1" SIMPSON MBHA OR HUGHES NFM 35 X 12-U ° FILLED CELL (TYP) I i I 8" CMU W/ 3000 PSI \� GROUT & LINTEL W/ 1 #5P MIN. LAP 30" 1/2" A307 A.B. MIN. 6" EMBEDDED IN CONCRETE SEE FLR. PLAN FOR BEAM SIZE BM./CONN DETAIL 1'.- I' h„ 1/2" GYP. BD. CEILING TAPED AND SPRAYED 5d NAIL @ 7" O.C. EDGES & 10" INT. STUD TO TOP PLATE: w/ TOP PLATE NAILED TO PRE-ENG'D TRUSSES w/(2 10d NAILS TO EA. TRUSS 2 x HDR. (UNO) 1/2" GYP. L'D. TAPED AND PAINTED R. 11 BATT INSULATION STUDS @ 16" O.C. TREATED, CLEAN, COMPACTED FILL OVER VAPOR BARRIER PRFCAST "U" I INTFI W/ 1.05 CONT. IN 3000 PSI CONC. (a), OPNGS. 6'•0" & OVFR. PRECAST "U" l INTFI AL I. OPFNINGS UNDFR f'•0", (NO CONC. fOR STI . F?FQF).) HURRICANE ANCHORS - - - ACI 530 25" MIN. LAP PLAN & ELEv's. TYP. BOND BEAM M U 4— U x 8" x 16" K.O. o LINTEL BLOCK o 0 FILL W/3000 P.S.I. cY) M CONC. W/1 #5 DIA. (d) REBAR MIN. LAP 2.5" _ _ (ACI 530) O O w Co 0 ��.-- STD. 90 DFGREF ANGLF 3000 P.S.I. 00 00 . I ('DI"Ir WlI IIS NA. o REBAR MIN. LAP 2.5" CL (ACI 530) d d s ``- INDICATES FILLED CELT_ FROM FTR. TO �, 'J o RFAM WITH I tt5 +_ N U BAR MIN, LAP 25" (ACI 530) AS SHOWN ON FLOOR PLAN m p° c~ C.M.U. SFF FOUNDATION PLAN W/2 16 DIA. RERAR `__ _ __ CONT. MIN. I. AP 18" (ACI 318) TOR LOCATIONS MIN. 12" RFI OW GRADF TYPICAL BLOCK WALL/REI N FORCEM EN -1 - SCALE: 1/2" = V-0" R•30 INSULATION WITI I MOORF RAFFI Ffi (,'oMr1051rrF SHINU FS INSTAI I Ff) PFR MFGR. RFCOMMFNDATIONS, OVER 112" PLYWOOD ROOF SHEATHING (SEE NAILING SCHEDULE AF30VF) UVrkl k -'N(2. WUUI) 1kUJJI-J, SEF FIOOF 'rr,IUSS LAYOUT FOR CONNFCTOR SPFC. AA 1 \ 1C 1_.+] + + .�.11 '1 +l +f +f +f +f +l !-- _ _. SFF FI rV VARIES 'XTERIOR 1/2" GYP. BD. CEILING U.N.U. I METAL DRIP EDGE 2 X 6 SUB -FASCIA \� c� CONT. VENTED ALUM SEE FLOOR PLAN FOR TYPE OF BRG. AND ROOF PLAN FOR Cr TIE DN. CONNECTIONS I V) LdJ w w CEMENTIOUS COATING OVER LATH APPLIED TO 7/16" OSB WALL SHEATHING NAILED, �— WHFN OVER 8'•0" FASTFN w/ 10d COMMON. SEE TYP. WALL SHEATHING INSTALLATION & NAILING SCHEDULE ON SHEET S•3. AB307 X 1/2" ANCHOR BOLT \-- W/ 2" X 1/8" WASHER Cu) 48" O.C. MAX. 6" FROM CORNERS & DOOR OPN'G. FINISH FLOOR MAY VARY W/ MODELS -- SEE FOUNDATION SHEET FOR FOOTING AND SLAB CONDITIONS (-3 EXT. NON-BRG. WALL SECT. I WOOD FRAMF NON-BRG. SCAT F- 112" = 1'0" F ! 1 X PLAN & ELEv's. 1 #5 RE -BAR OVER OPENING; M U 4— U 0 t2 m d w �<J 1pCn N cY) M ocn cv�N—J X c O O w Co 0 CO x l E :-2 00 00 . I O o r� l� E I CL Q u- d d s TO LINTEL (FILLED CELL) LOCATION �, 'J o +_ N U N AS SHOWN ON FLOOR PLAN m p° c~ 1 + N MIN LAP 25", USE 2500 PSI_ c a U o = + I D , $ •O � _ � REVISIONS 2 • S.P.F. CONST. GRADE TOP PLATE B SPLICE MIN 48" APART 11= iir =1- m - F - -III- - -11- T =11= NOTE: INSTALL 2x4 BLOCKING @ II I II II I I II II II EACH PLYWOOD JOINT TYP. DOWEL 25" II II I II III I I II II II EXT. ABOVE SLAB Q NAIL AT BASE 3" O.C. W/8d COMM. (ACI 530) II II I II III PEENING III 1 II 11 11 1 11 NAIL AT TOP PLATE 3" O.C. W/8d COMM. AREA ANALYSIS II II II III III II 1 II i Q NAIL OPENING PERIMETER @ 3" O.C. W/8d COMM. LIVING 1615 S.F. II II II 1 111 _ III II I1IL_ I NAIL INT. AT 6" O.C. W/8d COMM. ENTRY 55 S.F. II II II II III -1i �-�- III II II II I (D STAGGER ALL VERT. JOINTS & NAIL Co) 4" O.C. W/8d COMM. LANAI 128 S.F. III I II III II II II I Q NO PLYWOOD SPLICE @ HEADER • NAIL PLYWOOD TO GARAGE 434 S.F. -JI_ 11. -11- 1L HEADER W/8d @ 4" O.C.. OPENINGS OVER 6'•0" USE FL001i SYSTEM - III -II II III II II II I SIMPSON LSTA 30 W/22 • 10d @ EA. END OF HEADER TOTAL 2252 S.F. TO JACK & STUD -r�2x4 P.T. 13ASE PLATE N TYPICAL WALL SHEATHING INSTALLATION J & NAILING SCHEDULE NO SCALE 0 0� <�-4� U `.n M W N ry w (y) rrO Lo 12 0 O N SEE ELEV VARIES U -- R-19 INSULATION LiJ OR HIGHER COMPOSITE SHINGLES INSTALLED WITH MOORE BAFFLES PER MFGR. RECOMMENDATIONS, OVER O 1/2" PLYWOOD ROOF SHEATHING N (SEE NAILING SCHEDULE ABOVE) OVER ENG. WOOD TRUSSES, SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. p v _ °' a 0 1 \1 \\ 1 \ _ 0 � - py TOP OF BLOCK w c ro Co M ---—- — - - - -— rocs SEE ELEVATIONS FOR WALL HEIGHTS a a o� vi f \--�•�---� ��. �— MFTA I- hRIP FnGF �i Ln > 2 X 6 SURFASCIA 0 1/2" DRYWALL, 5d NAILS — CONT. VENTED ALUM SOFFIT - \ 0N o LdUo 7" O.C. EDGES 12" O.C. FIELD \_GONG, FILLED U� BLOCK W/ 1•tt5. 0m Z CURTAIN NAZI -FR % r3AR CONT. MIN LAP 25" 3000 PSI CONC o 4� v ED I k 4 P. f'. d UIIfJk16W1j -. L'P E _J -J 1 X Fi P.T. (fir? S.G.D. ___...--_-._-- \, PRECAST"U" LINTFI-, W/ c s U v 'o U rrrll To Poor a PRE -ENG. TRUSSES SEE ROOF PLAN FOR ANCHOR TYPE - \ BUILT UP BM. I SEE ROOF PLAN FOR SIZE I AND CONNECTION \ I SEE ROOF PLAN FOR CONNECTION 1 TEXTURED FINISH TYP. - #5 REBAR VERT. FTG. 0 TIE BEAM IN FILLED CELL 'CMU COLUMN TYP. EE FOUNDATION AGE FOR FOOTING ETAIL R� )C.M,U, COLUMN w/BUILT UP BM. DET. PROFESSIONAL ENGINEER FLORIDA REGISTRATION # 22150 PLAN & ELEv's. 1 #5 RE -BAR OVER OPENING; o rn ocn cv�N—J a ? c + �� (1) #5 REBAR DOWNROD FOOTING o TO LINTEL (FILLED CELL) LOCATION �, 'J o AS SHOWN ON FLOOR PLAN m p° c~ MIN LAP 25", USE 2500 PSI_ c a U o = I $ •O � _ � U 0 U ALUM FRAMED WINDOW W/ SCREEN '� w m �^p�� m o w Lu A 5 a •�[��7 to N Lel 0m U LnJ WINDOW STOOL I 2 c Qz A d 1 X 2 P.T FURRING I PRECAST CONC SILL aD Cu m U w N c m / 8 X 8 X 16 CONC. BLOCK o U-1 A 1 F011_ INSUI. ON FXT — vi J BLOCK WALLS TEXTURED FINISH ON CONCRETE BLOCK 10), o0 c z REFER TO ELEV SHT FOR j.A 0 o O 1 X 2 P.T. BASE NAILER `r ALT. FINISHES 0 Q WOOD BASE U V) I - I SEE ELEVATIONS FOR VENEER TYPE a U i 20 z Q N � v v o Vol N.20 `- 100'0" F.F. V) 0- w -' ¢ ------------ t�-U O a a ° �� GRADE J -° --, --° ----- -- -- TYP, DOWEL MtN L.AP c° ° D`+ ° D° 25" TO VERT #5 REBAR �� °a �' SEE FOUNDATION SHEET N0. en '� PAGE FOR FOOTING DETAIL 6 OF 6 LAST PLOT DATE: 4 March 03, 200mummmommoram TYPICAL WALL SECTION 1 ENGINEERING BY: CONCRETE BLOCK SCALE: 1/2" = 1'0" WILLIAM F. STUHRKE, PhD PROFESSIONAL ENGINEER FLORIDA REGISTRATION # 22150