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101 Prince Pl# 10-2212 - room additionPERMIT ADDRESS \cA CONTRACTOR—)- ADDRESS ONTRACTOR—)ADDRESS PHONE NUMBER PROPERTY OWN ADDRESS ) Uy (i. _ r,,: -L. PHONE NUMBER ELECTRICAL CON'T'RACTOR MECHANICAL CONTRALTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE d d SUBDIVISION rn PERMIT It Iy DATE/ C7 (� 0 PERMIT DESCRIPTION�C(/'vt,iS" p'o,' G1�� PERMIT VALUATION SQUARE FOOTAGE 00 r� /0 n b b H to i i i=iLAN FOR T;=PF' WALL AND TRUSS SECTION DETAIL 4 REiNF. I CC CI: W/ ID Don Bolden P.E. Professional Engineer ra ,, DON %Ol_DEN � EA1C)hEERIHG,4n. P.C.) Fox 530783 DRl3,Try, L 32753 Floi idra Regi-li alion #A7524 Cerlificale of A\ulhuT ;z alion #26030 -�--42'x42' GONG. 24'-0' PAC) FOR A/C j, COMP. 401-0" c(` %Ck,LE- I,,I II 1I-. 0II AREAS NEW LIVING 434 GOV. PATIO 232 TOTAL 66(0 1, GENERAL CONTRACTOR WILL VERIFY ALL DIM. SHOWN OR IMPUEb BEFORE STARTING ANY WORK, 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. J. IT IS THE CONTRACTORS SOLE RE5PON51BILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARIS DURING ERECTION. THIS INCLUDES BOT IS NOT LIMITED TO THE ADDITIONS OF WHATEVER TEMPORARY DRACINC, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVADONS SHOWN ON THE STRUCIUINI_ DRAWINGS SIAL BE VERIFIED AND SHALL CONFORM TO IHE PINI DRAWINGS. UE5IGNER HEREBY EXPRE551Y RESERVES HIS COPY- RIGHT ANN) OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM U MANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELDON h A550CIATE5, INC. A PERMIT COPY STAMP HAS BEEN PLACED ON THESE PLANS. IF IT IS NOT IN RED INK, THERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT DAMAGES COULD RANGE UP TO ;150,000,00 PLUS ATTORNEY(!) FEES. DAMAGES, AND LOSS OF ALL PROFITS Y TAW. r. uj 0 djn. N o Z LL z a w n V) o 0 )k W uv a ' / c r u) W c vl Ly a rn z � m(11 P` N w o cc r d C~V T� O < f - G UPJ O J U) 9 U qq j U Q Ld r J U N ci J -) 6 .. V) LL WyUN 0 0) LL E C N a?O_I v) ;d U I� TO 0 c CL IF- .E W O O LI N CC V) t Z O U G LL. Z Q Q d 7 — CL IL J w(-5 V� '- 1— l L L W L00 V) ! U z w L o o `-- C) Z G I, j c -J O w L . ro 0 v .a Lo e) a> ;ILu LL r. uj 0 wo ID 7 cv Z LL z a w n V) o F CL rJ ' �J � c vl Ly a rn z � � 0 w o cc r W0 < f - G UPJ O J Ly 0 V)[�-T Q U o w o ci Q Ld r r. uj V) wo ID 7 cv w U m � wa0 a w n V) aO�J UW M rJ LL �J «7 1-- 1-- V) z_ c vl Ly a rn f'oo £ w Ir) N w OL r. uj V) wo ID 7 cv w U m � wa0 a w n V) aO�J UW M rJ W w ti. «7 1-- 1-- V) z_ c vl Ly a rn f'oo £ w Ir) N �) CO (7 �- f - G UPJ O J Ly 0 V)[�-T Q Ci L' - o w o ci Ld r ci J -) 6 .. V) LL WyUN a?O_I v) ;d c CL IF- .E W U 7 cY 7 `) CC V) t Z O U G LL. Z Q Q d 7 — CL IL J w(-5 V� '- 1— l L L W L00 V) ! U z w L o o `-- C) Z G -J O w n ,- 0 Ld F- O � UfL FU -[ z w Lu I 7r Z _O V) z I� U G ABLE -END WD- TRUSS - 3 -10d NAILS ADD. BRACE IF DIM. "A' 15 CREATE THAN 6'-0IL SEE 5HEATHING SCHEDULE � 2X4 BRACE 3-10d NAILS BACKSIDE - SIMPSON A-34 CLIP — 51MF'SON META 16 @ MASONAR'r WALL OR 511-11"5ON L5TA 12 ® PRAMS WALL ® 24" O.G. 51MP50N A-34 CLIP 2X4 BRACE 2 -loci NAILS PRE-ENGINEERED DJD. TRU55E5 3-lod NAILS 2-IOd NAILS BACK51 D E 2-10d NAILS 2X4 BLOCKING FIR5T TRUSS SPACE SEE ROOF PLAN FOR LOCATIONS CONC. TIE SEAM TH15 DIM. TO BE GREATER THAN OR EaUAL TO DIM. 'A' SHEATHING NAILING SCHEDULE C.A5LE TRUSS 15/32" C -D PL 1'WOOD OR 1/16" 0.5.8. 5HEATHING lU/ 8d NAILED AS FOLLOWS: 4' O,C, ALL EDGES AND TOP 4 BOTTOM CORD MEMBER 6' O.C. ALL INTERMEDIATE WE55ING 3-1001 NAIL BACKSIDE 3 -loci NAILS 2X4 HORZ. CONT. BRACING ABOVE 2X4 BLOCKING UJ/ 3-10ci IN BLOCKING IN 2-106 IN EA. TOP OF TRU55 BTM. CORD. LENGTH AS INDICATED ON ROOF PLAN - 7 - GABLE -END TRUSS BRACING DETAIL "RAT RUNNER` 2X4 HORZ. CONT. BRACING 45OVE 2X4 BLOCKING LU/ 3-1201 IN BLOCKING 4 2-12d IN EA. TOP OF TRU55 BTM, CORD. LENGTH 45 INDICATED ON ROOF PLAN 1/16" /lc t /--I Ic C,r:TV, /T -Y -r:) /G„PP: NOTE CONT T'I'P. 5UPP TRUSS BTM CORD "BLOCKING" 2X4 BLOCKING FIRST TRUSS SPACE SCALE: I' = 1'-0' AlI Tul IGC NOTES: I- REFER TO SEPARATE PIGGYBACK AND BA5E TRU55 ENGINEERING FOR TRU55 CONFIGURATION, PLATING, LUMBER GRADES, 5RACING ETC. 2- USE 2x4 CONTINUOS E3RACING AT 2'-D' O.C. CONNECTED TO TOP CHORD OF 5U11PORTING TRUSS UJ/ 2-16d NAILS AND TO BOTTOM CHORD OF PIGGY15ACK W 2-16d NAILS. BRACING TO E3E TIE TO FIXED POINT AT EACH END. 3- USE 1/2'X 6' X W-1/16'0613 GU55ETS ON EACH FACE AT 4'-0' O.C., NAILED UJ/ 8 -ed NAIL 5, ON EACH FACE ( 4 NAILS IN EACH CHORD ). 4- THIS DRAWING APPLIES TO TRUSSES SPACED AT 24'0.r-. SCALE: N/A ROOF G;45L E ROOF NIP FP,OoF ROOF SHEATHING FASTENING SCHEDULE: USE 8d COMMON NAILS ( TYPICAL ) PANEL EF_)GE5 PANEL FIELD 1 NAILS &" D.C. I NAILS 12" O.C. 2 NAILS (o" O.G. 2 NAILS &"Or. 3 NAILS 4" Or. 3 NAILS 6" O.G. NOTE: USE 8d RINr:; SHANK NAILS IN ZONE IF MEAN ROOF 15 GREATER THAN 25'. NOTES: 1- ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 31(ol ( MODIFIED TO 120 MPH ) OR TA510-1. 2- SHINGLES SHALL BE INSTALLED ACCORDING TO MANUFACTURERS 5PECS. 10 - PIGGYBACK TRUSS DETAIL Ill - ROOF FASTENING ZONES SCALE: N.T.5. SCALE: N.T TRU55 TRU55 TIE TO P05T JACK P05T _ P05T rANCHOR UPLIFT TIE-DOIUII r FA5'FEr1Ef ANCHOR JACK POST SCHEDULE (SIMPSON) 465 51MP50N H I 4 -rd JACK POST _465 1000 POST ANCHOR TRUSS TIE TO POST UPLIFT ANCHOR FASTENERS TIE FASTENERS FLOOR POST POST TRUSS JPI 2-2x4 LTT 205 I/2' WEDGE -ALL FRCT.- FIT A.B. EMBED. 41/2' 10-16d (2) MT5 12 1-I0d EA. 7-lod EA. 1150 JP2 3-2x4 NTT 22 No' WEDGE -ALL FRCT.- FIT A.B. EMBED. 51/2' 32-1rod (3) MT5 12 1 -Loci EA. 1-1001 EA. 3000 JP3 3-2x4 NTT 22 5/a' WEDGE -ALL FRCT.- FIT A.B. EMBED. 51/2' 32-166 M5T 31 21-16d 21-Iro6 3815 JP4 4-2X4 NTT 22 5/e' A.B. EMBED. 5" EPDXY-TYPE CEMENT 32-1601 (2) MST 21 15-16d EA. EA. 4315 JP5 5-2x4 (2) HTT 22 5/a' A.B. EMBED, 5' EPDXY-TYPE CEMENT 32-16d (2) MST 3-1 21 -Trod EA. 21-16d EA, -1630 JP6 5-2x4 (2) NTT 22 5/a' THREADED ROD EMBED. 10" EPDXY-TYPE CEMENT 32-1601 (2) MST 48 23-16d EA. 23-166 EA. 8920 12' W/ EPDXY CEMENT 10,530 51MP50N HGT 3 CEILING SCHEDULE (A.1 -.F-.) SI -011 CLCD. 10'-0" CLCD. VAULTED CL(:D. 3:12 PITCH ROOF PLAN Dan Bolden P.F. Professionar Engineer DON 1101-I)EH •E Et-4GIFIEERING,im. P.O. B --x 530783 mDeBary, FL 32753 Florida ReOishulion #147524 Certificate of Aulhorizotion ##26030 TF?U55 t-1ANUFACTUREF? AND E3UILDER TO VP-F'IF'i ALL TF U55 SPANS, PITCHE5, BEARINC-T HEIS-THT5, CEILING HEICaNT5 AND DEARIN,: LOCATION5 F3FFORE TRU55 FAF3R1,:,;ATIOH. ROOF:: NOTES I. WHERE MULTIPLE TIES AF?E AT ONE BEARING PLATE: TIE5 TO ESE ANCHORED AT OPPOSING SIDES OF THE DEAF.1N<:� PLATE TO MAXIMIZE 5EPEF:.'A-rION OF NAILINC7 PATTERNS s3'x1o'(D) COt-IPO51TE GONG. LINTEL BEAM DEAR. HT. o lo' -?0" ARR SHEATHING NAILINc� SrCWEDUL-E (MAPLE TRIJ5,5 15/32' G -D PL 'TWOOD OF, 1/l0" O.S.B. 5HEATHING UJ/ Pd NAILED A5 FOLLOWS: 4' O.C. ALL EDC -TES AND TOP 4 E30-FTOI'I CORD I-1EMBER 6" 0.c. ALL INT'EF MEDIATE WEBBING PERMANENT- TF=iUSS BRACING ACQUIRED BY ALL OF THE FOLLOWING ROOF 5HEATHING: INSTALLED AS SPECIFIED IN PLANS DRT-WALL: 1/2" DRYUTAL L IrISrALLED AT cEIL IN(. r TO F3Tt`1. CC FDL) OF TRU55 WITH DRi WALL 5GF .EW Al' 1G-` O c, TO EACH TRU55 RAT R'-UNNEF : 2x4 R,'VT F IJNNEF? CONT. AT TOP OF TRU55 B'fi 1, c�ORI> Io' -0" Or. WITH (2) IOD AT EACH TRU55. FAT F2UHNER5 U5ED IN TRU55 ERECTION MAY BE U5ED WITH SPECIFIED NAILINC-T OF (2) IOD 'D EACkI TF I_ISS. TRU$ S TIE 90FIEDULE UPLIFT TIE-DOIUII r FA5'FEr1Ef ANCHOR - STD. MAW TIE 465 51MP50N H I 4 -rd 4-8d _465 1000 ISINP50N MTS 12 h - Loci 1-1001 STD. MASONAFlY TIE 1450 51MP50N I-IETA 16 1-10dy112 - Et'1BED. 4" 2235 51MP50N HHETA 20 10-10c+ cll/Z EMBED. 4" SPECIALTIES 2000 (2) 51MP50N MT5 12 14-10ci EA. y14-I0d EA. 4395 51MP5ON M5T 3-1 24-loc+ x 11/2 24-lod x 11/2 2035 (2) 51MP50N 14-lod.:l1/1 EMDED. 4" THETA 20 EACH W Lu 'Y V) w U U ))�� 3965 51MF'S0N MG'r 22-10 01__ `!a_' THIRD. ROD EMBED. Iz V Z u I¢ _ a- n H 12' LU/ EPDXY CEMENT 5000 SIMPSON FGTR 18 -SD I/sx3 (2) 1/2x5 'TITAN HD 5250 511-11`50N HTT 22 32 -1601 - �- 5 ,—THIRD, ROD EMBED. v r - =) z r Li 12' W/ EPDXY CEMENT 9400 (2) 51MF',5ON FGTR _ 310-5D51/sx3 (4) 1/2x5 TITAN HD 10,520 (2) 5It-1P50N NTT 22 64-1ocl 5INK.. %' THRD. ROD EMBED. I" SPACE BTWN. A.D 12' UJ/ EPDXY CEMENT 10,980 511-11=50N HC -TT 2 16-IOd ROD EMBED. 12' W/ EPDXY CEMENT 10,530 51MP50N HGT 3 l6 -loci 3/1"THRD. ROD EMBED, 12' W/ EPDXY CEMENT NOTES: 1. WHERE MULTIPLE TIES ARE USED: LOCATE TIE5 AT OPPOSING SIDES OF TRU55 CONNECTION FOR MAX. NAIL 5EPERATION 2. ALL HANGERS FOR 1 -PLY TRU55E5 TO BE U.5.P, THD 26 4 2 -PLY TRU55E5 TO BE TWD 28-2 UNLESS NOTED OTHERWISE 3. ALL MASONARY TO TRU55/FLR. J015T TIE5 TO BE SIMPSON META IG UNLESS NOTED OTHEFWISE, ALL FRAME TO TRUSS/Fl-R. J0151 TIES TO BE 51MR50N MT5 12 UNLESS NOTED OTHERW15E 4. UPLIFT AND REINF. SPEC. TAKEN F=ROM 51MP50N C-2006 (ALL TIE 4 CONNECTORS 5HOUDD BE VERIFIED WITH MANUF.) u AREAS NEW LIVING 434 COV. PATIO 232 TOTAL 666 1. GENERAL CONTRACTOR WILL VERIFY ALL DIM. SHOWN OR IMPLIED BEFORE STARTING ANY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND GOMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. R IS THE CONTRACTORS SOLE RESPONSIBILITY TO OETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE DIE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION. THIS INCLUDES BOT IS NOT UMNED TO THE ADDIHONS OF WHATEVER IEMPOITA(Y BRACING, CUPS, OR TIE DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL `WALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF IHE CONIRACIOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE S iUCIURAL URAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSIUN AND CONSENT OF WELDON h ASSOCIATES, INC. A PERMIT COPY STAMP HAS BEEN PACED ON THESE PLANS. IF 11 IS NOT IN REO INK. (HERE IS A COPYRIGHT INFRINGEMENT. WILFUL INFRINGEMENT DAMAGES COULD RANGE UP 10 $150,000.00 PLUS ATTORNEYS) FEES, DAMAGES. AND LOSS OF ALL PROFITS Y AW. n 0 < Z IL z 0 o F a. Q > I � W U r o � O o0 In N Z N � W � I-_ J j U Q aw n V) < _c: V 0 6 O TO 8 u ; ID c) C,r) -t--r O I O F C CL n V) UiC) -L N O �_ V 0 6 O TO 8 u ; ID c) C,r) lu U� LJ I T W J — w< I - F m F-V)CL CL Q Com] U O o0 In N Z - - cn N wNj CL�c V --r_jZ I-_ J j W v~i ¢ aw V)w w 0 0 X�L_w '� cr V o J W f— N -x. W Lu 'Y V) w U U ))�� F!2 w (- w _ZQW Tn �' w z Iz V Z u I¢ _ a- n H Z 0 Cj Z p z F= { O O Z j C9 �' _ X Z z — zc�z p W c�UJULr!'CT v r - =) z r Li - T L O J ~ ,T t-� 111 W W O �_ 0 lu U� (L Q Q ,T t-� 111 W W 1 1/2" RECESS WALL BEYOND � AT 5.G.D.'S 4' GONGR-ETE 5LAB— �\ EXTEND 5LAB EDGE 9 ALL DOOR5 1 1/2' PAST WALL FACE 6x6 ujUF- 10/10 d' CONC ETE SLAB 01-011 FIN. FLR. 6 d MIL VAPOR Z BARRIER d — CLEAN, COMPACTED c TERMITE TREATED FILL 2 - 15 BAR5 (I 5TORT) Iro" MONO. ETA . EXTR. DOOiz ct1.U.- CONC. FILLED CELL UJ/ Ir- (1) "5 VERT. 4' CONCRETE 51 -ABI 25' MIN. LAP OF SLOPED I' IN lo' -r0' I ROD (SEE FOUNDATION PLAN FOR L OCATION5) 6x6 10/10 WL:F I _ 0'-0. FIN. FL.—N` GRADE -`-_ 6 MIL VAPOR. BARRIER • °d CLEAN, COMPACTED TEPT'IITE TREATED FILL 2 - "5 BARS (I STORY) _ 16„ n MONO. FT r-:,,. GAFAr E C C.N.U.J 2 x 4 FRAMING, 1/2' ANCHOR BOLTS lU/ 2' WASHER w 24' ac. - 41 .C -4' CONCRETE 5LAB U)/ 6x6 10/10 U,UJF—\ 4' coNcRETE OLAP, W/ hxh 10/10 WWF cv 4 �� \ Lt "*� e, MIL VAPOR y- F3ARRIER 2 - "5 REBAR 16" CONT INUOU5 %TEF IN 2 x 4 FRAMING, p 16' O.C. \ _ JL 1/2' ANCHOR BOLTS W/ 2' WASHER tP 24' O.C. 4' CONCRETE 5LAB UJ/ 6x6 10/10 LLALF--\ rt I T z 2 - "5 REBAR 1 " - GONTINUOU5 INTEF'IOR 5EARINI 2 x 4 FRAMING m 16' O.C. 4' CONCRETE SLAB U1/ hx6 10/10 WI ro MIL VAPOR BARRIER 4' CONCRETE SLAB U)/ 6x6 10/10 U)U..F I - 05 REBAR ?" _ \--6 MIL VAPOR CONTINUOUS BARRIER STEIN IN G3ARAGrE CNON-�EA�'INr GRADE WALL BEYOND EXPANSION JOINT MATERIAL 4' CONCRETE 5LAB UJ/ r x6, 10/10 Wu'F z \-6 MIL VAPOR y- BARRIER CONTINUOUS ,,all� AT 4' CONCRETE 5LA5 W/ 6x6, 10/10 WWF 7 GRADE VARIE5 / 9 ro MIL VAPOR BARRIER CONTINUOUS TURNED EDGE 4' CONCRETE 5LA5 U)/ 11 10/10 WLL)F—\ tl)— Z SUNKEN SHOWER CONC. 5LA5 W leERMESH R EX15TING CONC. 5LA5 0' -0' FINISHED FLOOR (REFERENCE ONLY) §TING CONC. 51 A5 „EBAR EMBED 3' IN 3/4',' DRILLED HOLE IN EX15T. GONC. 5LA5 AND FILLED UJ/ EPDXY TYPE CEMENT PILL IN EXIST. SLAB 6 MIL VAPOR BARRIER SCALE: Ire' = 1'-0' SCALE: I/21I = 11-0" CONC. FI!_ CELL U1/ c UJ/ 25" LA ,r FTG. (T' F9 III: NA 0�0 Don Bolden P.E. Profassiona� Enginear `r D011 B01 -DEN E11C-IrIEFItIN(3,Inc. P.V Vox 5.30783 Dell, it y, rl_ 32753 Florida Regi-hatiun #47524 Cerlificata cf AIiilTgr �zatim1 1/26030 FOUNDATION DEMO SCNED. EXISTING FOUNDATION DEMOLITION OF EXISTING FOUNDATION NEW FOUNDATION 24"x24"xI12"(D) CONC. FFAD IU/ (3) "5 1714. WAY 24"x24'xl2'(D) CONC. PAD U1/ (3) "5 EA. WAY 6( --,-ALE- 1/d II 11-011 AREAS NEW LIVING 434 COV, PATIO 232 TOTAL (Gro I. GENERAL CONTRACTOR WILL VERIFY ALL OIM. SHOWN OR IMPLIED BEFORE UrARIINC ANY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL UUILOING CODES BOTH STATE AND LOCAL, AND COMPLY WENT ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. R IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITIONS OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLERON OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL. BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY - WONT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELDON h ASSOCIATES, INC. A PERMIT COPY STAMP HAS BEEN PLACED ON THESE PLANS. IF IT IS Nor IN RED INN, THERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT VAMI NGE UP TO $150,Q00.00 A ORNEY65) FE E %DAMAGES, AND LOSS OF ALL PLUS PROFITS Y LAW. o s Lm r j DuJ c 0'Co U NN N O A FA U X v n 0) LT. E N CO Ld m ca Q ID N m CQ N D �I a) U 'CJI o DO o v lt L ov 0- � w L4 2 x 4 FRAMING, 4' CONCRETE SLAB m 16' O.C. 6x6 10/10 IUUF 1/2' J-BOLT5 EMBED. 6' UJ/ 2' WASHER m 24' O.C. 0 01-®' Aff'\ � FIN. FLR. 70 ' _ /—GRADE h MIL VAPOR " d W BARRIER c L ° • R It � � GLEAN, COMPACTED TER11ITE TREATED � FILL � l6' 2 - 05 BARS (I STORY) I✓TG. C TYfi . I✓f;;,DA 1E WALL) U w Q QMONO_ F ct1.U. CONC. FILLED CELL UJ/ Www (I) "5 VERT. 4' CONCRETE SLAB _ II 25' MIN. LAP OF ROD (SEE FOUNDATION 6x6 10/10 IuuF— � . PLAN FOR LOCATIONS) I r_ 01-0. T1 U 1 Z(D ui FIN. FLR. V)�� V Z 'w GRADE 6 MIL VAPOR e BARRIER _ °J' — y cv- "f � w 03 cc ti CLEAN, CO.IPACTED - Q S TER11ITE TREATED O FILL Ire" 2 - 05 BARS (I STORY) MONO, FT( --;i:, (TI -F. G.M.U. WALL) _ WALL BEYOND EXPANSION JOINT MATERIAL 4' CONCRETE 5LAB UJ/ r x6, 10/10 Wu'F z \-6 MIL VAPOR y- BARRIER CONTINUOUS ,,all� AT 4' CONCRETE 5LA5 W/ 6x6, 10/10 WWF 7 GRADE VARIE5 / 9 ro MIL VAPOR BARRIER CONTINUOUS TURNED EDGE 4' CONCRETE 5LA5 U)/ 11 10/10 WLL)F—\ tl)— Z SUNKEN SHOWER CONC. 5LA5 W leERMESH R EX15TING CONC. 5LA5 0' -0' FINISHED FLOOR (REFERENCE ONLY) §TING CONC. 51 A5 „EBAR EMBED 3' IN 3/4',' DRILLED HOLE IN EX15T. GONC. 5LA5 AND FILLED UJ/ EPDXY TYPE CEMENT PILL IN EXIST. SLAB 6 MIL VAPOR BARRIER SCALE: Ire' = 1'-0' SCALE: I/21I = 11-0" CONC. FI!_ CELL U1/ c UJ/ 25" LA ,r FTG. (T' F9 III: NA 0�0 Don Bolden P.E. Profassiona� Enginear `r D011 B01 -DEN E11C-IrIEFItIN(3,Inc. P.V Vox 5.30783 Dell, it y, rl_ 32753 Florida Regi-hatiun #47524 Cerlificata cf AIiilTgr �zatim1 1/26030 FOUNDATION DEMO SCNED. EXISTING FOUNDATION DEMOLITION OF EXISTING FOUNDATION NEW FOUNDATION 24"x24"xI12"(D) CONC. FFAD IU/ (3) "5 1714. WAY 24"x24'xl2'(D) CONC. PAD U1/ (3) "5 EA. WAY 6( --,-ALE- 1/d II 11-011 AREAS NEW LIVING 434 COV, PATIO 232 TOTAL (Gro I. GENERAL CONTRACTOR WILL VERIFY ALL OIM. SHOWN OR IMPLIED BEFORE UrARIINC ANY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL UUILOING CODES BOTH STATE AND LOCAL, AND COMPLY WENT ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. R IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITIONS OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLERON OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL. BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY - WONT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELDON h ASSOCIATES, INC. A PERMIT COPY STAMP HAS BEEN PLACED ON THESE PLANS. IF IT IS Nor IN RED INN, THERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT VAMI NGE UP TO $150,Q00.00 A ORNEY65) FE E %DAMAGES, AND LOSS OF ALL PLUS PROFITS Y LAW. o s Lm r j DuJ c 0'Co U NN N O A FA U X v n 0) LT. E N CO Ld m ca Q ID N m CQ N D �I a) U 'CJI o DO o v lt L ov 0- � w L4 L) c-) It 0 Z LL z U rL-1 0 F � Q ' z tnuz' W U r O � > W L- CL � W � <S u U IT• ~ f 0 U w Q L, W O C 0. V) W w L) c-) v UJ L,.i pr-� 00LJ w U rL-1 U � � w I� a) 0 �® tnuz' a) t0U 2 — — f{) O N N Hi f.0 Oi' Q > z L- CL 0 W 0 <S u 0 0 L) c-) v UJ L,.i pr-� 00LJ w U rL-1 U � � w I✓ I W Q ? m F `'- Q tnuz' E ) t0U 2 — — f{) O N N Hi f.0 Oi' w O � ~ 0 W Dia I <S v) w w 0 0 IT• ~ f 0 U w r ,f F- CJ L, W O C 0. V) W w F -a W W j W V) �wDulz Www WUZc� H- C) �'ati Z Z O Z F W G Z x T1 U 1 Z(D ui w0� Z V)�� V Z 'w z po j U J W W �O v) "f � w 03 cc ti w - Q S O W F- U ELECTRICAL PLAN 9 I Don Bolden P.F. M NQo ; si.0 Engineer DON BOLDEN MU", ENCIt4EERIHG, iF)C. ,'��' P.O. Pw( 530.7£33 KIMDOB, try, FL 32753 Florida itegi-bulion #417524 Cerlificsalg of A,uIhol izra►ion #26030 E L E* Cl ..F I.D I C,)4 L. S''r r„I I G L_ 5 �= 110 V, DUPLEX OUTLET -- 1,2 HOT, 1/2 SWITCHED TIO V. DUPLEX OUTLET �} WATEP F,OOF 110 V. DUPLEX OUTLE r -[ FLOOR OUTLET 220 V. DUPLEX OUTLET r--FE-WIF?E FOR CLQ. FAN PRE -WIRE FOR GARAGE DOOM OPENER -V} 5114,SLE POLE SWITCH M'111 3 -QUAY e)WITCH 01T 4 -WA -T' 6WITCH -V}p DIMNEF SWITCH -V _ G.F.I. S3WITCH F FLOOD LIGHT FIXTURE FI�� SURFACE MOUNTED GEILINGT MOUNTED LIGHT ~ F•LOURESCENT FIXTURE FIXTURER OW WALL WALL MOUNTED LIGHT �J FIXTURE IF:U 11 F?EC;ESSED LIGHT FIXTURE _ WA%LL SCONCE io GkIAt-IDELIER —L1 FLOOD LIGHT FIXTURE FI�� SURFACE MOUNTED i-.�--. ~ F•LOURESCENT FIXTURE SPEAKER (AUDIO) 1 FLOURESCENT FIXTURE -- Lr --i 21 zT-C TRACK LIGHT FIXTURE —�- THEATRICAL STRIP O Tf) U y o Y ` () CEILING FAN ~_ w>> a n w = Q') Q L Z W u Z Q {w- (n / I z Q Z O— (-) a P- L LCL U �- J W CEILING FAN W1 0 zo LIGHT FIXTURE Q EXHAUST FAN (n EXHAUST FAN/LIGHT COMBO. co m V U r-101 OR _J ELECTRICAL PANEL `.%C, ALE: 1/4 II _ 11-011 AREAS NEW LIVING 434 GOV, PATIO 232 TOTAL ro&& 1. GENERAL CONTRACTOR WILL VERIFY ALL UIM. SHOWN OR IMPLIED BEFORE STARRNO ANY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WHN ALL BUILDING CODES BONI STAIE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. IT IS 111E CONIRACIORS SOLE RESPONSIBILITY 10 DETERMINE ERECTION PROCEDURE5 AND SEQUENCE TO INSVRE THE SAFETY OF IHE BUILDING ANU COMPONENTPARIS UURING ERECTION. THIS INCLUUE5 BUT I5 NOT LIMITED TO THE ADDITIONS OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE HECE55ARY, SUCH MATERIAL SHALL BE REMOVED AND SWILL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE SIHUCIURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PIAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COP(— RIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM— ISSION AND CONSENT OF WELDON do A559CIATE5, INC. A PERMIT COPT' STAMP HAS BEEN PLACED ON THESE PIANS. IF IT IS NOT IN RED INK, THERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT DAMAGES COULD RANGE UP TO $150,000.00 PLUS ATTORNEY(S) FEES, DAMAGES, AND LOSS OF .ALL PROFITS BY LAW. TELEPHONE }� I E=LE VISION JACK IF:U 11 CWIME D 51'10K.E/(.�ARE30N [LF I'10NOXIDE. DETECTOR —L1 PUS�'I BUTTON _j JU► lC. r101,l BOX (AUDIO) r SPEAKER (AUDIO) © TE-IEM-105TAT Lr --i 4/G D 15CONNECT `.%C, ALE: 1/4 II _ 11-011 AREAS NEW LIVING 434 GOV, PATIO 232 TOTAL ro&& 1. GENERAL CONTRACTOR WILL VERIFY ALL UIM. SHOWN OR IMPLIED BEFORE STARRNO ANY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WHN ALL BUILDING CODES BONI STAIE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. IT IS 111E CONIRACIORS SOLE RESPONSIBILITY 10 DETERMINE ERECTION PROCEDURE5 AND SEQUENCE TO INSVRE THE SAFETY OF IHE BUILDING ANU COMPONENTPARIS UURING ERECTION. THIS INCLUUE5 BUT I5 NOT LIMITED TO THE ADDITIONS OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE HECE55ARY, SUCH MATERIAL SHALL BE REMOVED AND SWILL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE SIHUCIURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PIAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COP(— RIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM— ISSION AND CONSENT OF WELDON do A559CIATE5, INC. A PERMIT COPT' STAMP HAS BEEN PLACED ON THESE PIANS. IF IT IS NOT IN RED INK, THERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT DAMAGES COULD RANGE UP TO $150,000.00 PLUS ATTORNEY(S) FEES, DAMAGES, AND LOSS OF .ALL PROFITS BY LAW. Z o� 0 wv z (v Z LL z n 0 0 [LF Q ' z _j w � r O � N T Z U J W � � O Tf) U y o Y Q j w Z F- wv z (v C' n IL �J o O W> w _j L- IL w E aJ 1) p c! r. F- wv z (v C' n Nc7 CA r^ Whi o v) W J T w Ib <� ;;_ V) u z ,I:V o E aJ 1) p c! — — Z N T � LJj U J Y, O Q L Z w Q O Tf) t w y o Y a j w ~_ w>> a n w = Q') Q L Z W u Z Q {w- (n LL Q z Q Z O— (-) a P- L LCL U �- J W 0 zo Q z J z tw o (n Q H- w co m V U LJ O _E x — w I— U Q U f-{( U lL &APE LOAEI) T,45LE NOTE 1. All values based on minimum 4" bearing. Exception: 5a Fe loads For unFilled lintels must be reduced by 2090 if bearing length is less than (o-1/2". SaFe loads For all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated, 3. SaFe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade (00 Field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. (o. One t"1 rebar may be substituted for two S rebars in 0" lintels only. 1. The designer may evaluate concentrated loads From the safe load tables by calculating the maximum resisting moment and shear at d -away from the Face of support. 8. For composite lintel heights not shown, use safe load from next lower height. s. All as Fe loads 1n units of pounds per linear Foot. ENE RAL NOTES I. Provide Full mortar head and bed joints. 2• Shore Filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/211 lone notches at the ends to accommodate vertica I cell reinforcing and grouting. 5. All lintels meet or exceed L/3I�?0 vertical deFlection, except lintels 17'-411 and longer with a nominal height of a" meet or exceed L/18,0. (o. Bottom Field added rebar to be located at the bottom of the lintel cavity, 1. 71/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. SaFe load ratings based on rational desien analysis per ACI 315 and ACI 530 1, F'c precast lintels= 3500 psi. 2. Fc, prestresssd lintels = (0000 psi. 3. Pic erout = 3000 psi w/ maximum 3/a" aeereeate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A&I5 C-tR60. Field rebar per ASTM A615 G;R40 or GiR&0. (o. Prestressing strand per ASTM A41(o grade 2-10 low relaxation. 1. 1/32 wire per ASTM A510. 0. Mortar per A5TM C210 type M or 5. ly-5/8"ACTUA LI 8" NOMINAL WIDTH "5 RE15AR AT TOP MIN. (1) REO'D 1/2" CLEAR C.M.U. 'U" BLOCK POURED CONC. LINTEL TYPE VARIES (5EE LINTEL OPTION5) F = LINTEL FILLED WITH GROUT/ OF = UNFILLED QUANTITY OF 15 RESAT AT BOTTOM OF LINTEL CAVITY 8E16-1B/1T NOMINAL WIDTH LOUANTITY OF "5 NOMINAL HEIGHT RESAR AT TOP TYPE DESTGNA-TION 8F10-1B/1T RECESSED 8F30-1B/1T RECESSED 8F12-1B/1T / 8F16-1B/1T 8F36 -16/1T BOND BEAM SECTIONS BOTTOM REINFORCING STEEL POWER BOX PROVIDED IN LINTEL C VARIES) "a REBAR AT BOTTOM of LINTEL CAVITY OPTION — A OPTION — B 8"x8" PRECAST 8"x8" POWER LINTEL BOX LINTEL SC,4LE: N/,g - INVERTED aXOXII C.M.U. 'U' LINTEL CONC. FILLED DBL. RIBBED POWER STEEL r OPTION — C 8"x8" POWER STEEL LINTEL J 1 0 Elm LINTEL SCHEDULE LINTEL NO. TOTAL LEWTH TYPE CLEAR SPAS! HEADER HT. LINTEL OPTION COMMENTS i9 © p /gip ' z Q L— � L 1 4'-0' 3 F 32-06/1T 3'-2" '3 -4" A.F.F. A,B,C W L 2 4'-3" 3 F 10-OB/1T 3'-4" 3'-0" A.F.F. D,E RECESSED L 3 1,3'-0" 8 F 16-26/1T 14'-3" 7'-3" A.F.F. A,B,C COMP. LINTEL BEAM L 4 13'-4- 3 F 16-2B/1T 12'-0" 7'-3" A.F.F. A,B,C COMP. LINTEL BEAM V) C) Z W o o U D ❑ W a-0 ¢ z L o L F LLI m e m U U Uj W O = o ? W L -- ---------------------------------------------- -----------------�-------------------------- II II II II II U F1 EXI5T, I I LINTEL I I READER II ��ll LJ L1 0 L1 L3 —50TTOM REINFORCING STEEL POWER 5OX PROVIDED IN LINTEL (VARIES) Oe, REBAR AT BOTTOM OF LINTEL CAVITY • d1 r- -I 5/a" � _ 7 5/8" � a"xa"x2'(H) CONC. e)LAS a EA. END OPTION — D OPTION — E 8"x6n RECESSED 8"x6" POWER, PRECAST LINTEL BOX LINTEL LINTEL OPTIONS 5( ---,ALE, 1" = P-011 LINTEL PLAN Don Bolden' P.E. Im ProfessionalEngineer DON QOJXN IMI EMCGIi EERIH0,im. P.U. flux 530783 11 DeB,Nry, FL 32753 Florida Regi-lr Galion t1,i7524 Certificate of,Avlfrorization lit -26030 5C:4LE: 1/d" = 1'_0" AREAS NEW LIVING 434 COY, PATIO 232 TOTAL (oral 1. GENERAL CONTRACTOR WILL VERIFY ALL DIM. SHOWN OR IMPLIED BEFORE STARTING AIN WORK. 2. GENERAL CONIRACTOR WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. R IS THE CONTRACTORS SOLE RESPONSIBILITY IO VEIERMINE ERECTION PROCEDURES AND `"EOUENCE TO INSURE THE SAFELY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION. IH15 INCLUDES BUT IS NOT LIMITED TO THE AUUIIION5 OF WHARVEK IEMPORANY URACINO, GUYS, OR TIE UOWNS ITWT MAY DE NECE5SARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE atRUCR)RAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PUN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT AND OTHER PROPERTY RIGHTS IN THESE PUWS. MESE PLANU ANT) ORAWINOS ARE Nor TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAIWEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELDON & ASSOCIATES, INC. A PERMIT COPY STAMP IN;; UEEN PLAGEU ON (HESE PLAJI5. IF IT 15 Nor IN RED INK, (HERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT DAMAGES COULD RANGE UP TO $150,000.00 PLUS ATTORNEYS) PROFITS '( FEES, DAMAGES, AND LOSS OF ALL LAW. LO ✓ W / 'u) V DO N h U CV O / 1 m CV 6�/ U) c0 5 CU ti � L E 00 a) °o°< in 0" o o N T)) 111`0 r11_1 G;� I �� o ' ca p Go O U v 0 r .0 M CL > r W Li I© 0 LCV j LL z CV Ta Q CD i9 © p /gip L1 L3 —50TTOM REINFORCING STEEL POWER 5OX PROVIDED IN LINTEL (VARIES) Oe, REBAR AT BOTTOM OF LINTEL CAVITY • d1 r- -I 5/a" � _ 7 5/8" � a"xa"x2'(H) CONC. e)LAS a EA. END OPTION — D OPTION — E 8"x6n RECESSED 8"x6" POWER, PRECAST LINTEL BOX LINTEL LINTEL OPTIONS 5( ---,ALE, 1" = P-011 LINTEL PLAN Don Bolden' P.E. Im ProfessionalEngineer DON QOJXN IMI EMCGIi EERIH0,im. P.U. flux 530783 11 DeB,Nry, FL 32753 Florida Regi-lr Galion t1,i7524 Certificate of,Avlfrorization lit -26030 5C:4LE: 1/d" = 1'_0" AREAS NEW LIVING 434 COY, PATIO 232 TOTAL (oral 1. GENERAL CONTRACTOR WILL VERIFY ALL DIM. SHOWN OR IMPLIED BEFORE STARTING AIN WORK. 2. GENERAL CONIRACTOR WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION. 3. R IS THE CONTRACTORS SOLE RESPONSIBILITY IO VEIERMINE ERECTION PROCEDURES AND `"EOUENCE TO INSURE THE SAFELY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION. IH15 INCLUDES BUT IS NOT LIMITED TO THE AUUIIION5 OF WHARVEK IEMPORANY URACINO, GUYS, OR TIE UOWNS ITWT MAY DE NECE5SARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE atRUCR)RAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PUN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT AND OTHER PROPERTY RIGHTS IN THESE PUWS. MESE PLANU ANT) ORAWINOS ARE Nor TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAIWEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELDON & ASSOCIATES, INC. A PERMIT COPY STAMP IN;; UEEN PLAGEU ON (HESE PLAJI5. IF IT 15 Nor IN RED INK, (HERE IS A COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT DAMAGES COULD RANGE UP TO $150,000.00 PLUS ATTORNEYS) PROFITS '( FEES, DAMAGES, AND LOSS OF ALL LAW. LO ✓ W / 'u) V DO N h U CV O / 1 m CV 6�/ U) c0 5 CU ti � L E 00 a) °o°< in 0" o o N T)) 111`0 r11_1 G;� I �� o ' ca p Go O U v 0 r .0 M CL > r W Li T- 0o ac 0 LCV Z LL z CV Ta Q � F a. o ' z Q L— � 1 O w z o Q W � Co U T r W U OU Q WOQ W IL T- 0o V) D LCV C.7 ,N V] LLI �j CV Ta 0 VW] W o w¢F�- CCf mF z� L— a�, J a 00 L0 N T- 0o V) D LCV C.7 ,N V] LLI �j CV Ta 0 VW] U Ld I� 7 I w¢F�- v \ mF z� n rn aoo a 00 L0 N = in u] 1 Ld l I=Q� O L U�JO �O`t W W U T r W U OU T� I- ~ Do WOQ W IL ci aWw¢�v�]0W W WW Hr W UaxxLLI V] Z` Q (7 dLWLT a�- (a z W � zL z c�c�o V) C) Z W o o U D ❑ W a-0 ¢ z L o L F LLI m e m U U Uj W O = o ? W L -- O O z <t Q p U (L 13 (L b Q U F,' C.M.U. WALL CONC. FILLED BLK, CELL UJ/ (l) *5 CONT. 3/8" RED -HEAD WEDGE A.B. UJ/ 11/2" WA5HER 6D 48" O.C-, MIN. EMBED, 311/2" MIN, LOCATE (1) WITHIN lo' OF TOP -PLATE OR 1/4' TAPCON EMBED. 111/4" IN CONC. fo 24" O.C.. 7/16" D.S.B. OR 15/.32" C -D PLYWD, SHEATI-I11\15 W/ 10cl G'JMM, @ 6' ❑,C, T❑ END STUD - 2X4 (P.T,) END STUD a' C.M.U. WALL CONC. FILLED BL K. CELL IU/ (1) *6 DONT. 3/8" RED -HEAD WEDGE A.P. W1 1/7' WASHER ­) 48" O.C. MIN. EMBED. 3'1/2" MIN. LOCATE (I) WITHIN 10° OF TOP -PLATE OR 1/4' TAPCON EMBED. 11/4" IN CONC, 24" O.G.. 7/16" ❑,S.B, ❑R 15/32" C -D PLYWD, SHEATHING W/ 10d C❑MM, @ 61 ❑,C, TO END STUD - 25 -- BLOCK/FRAME CONNECTION 2X4 (PJ.) END STUD THE FOLLOWING LUMBER GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADE UNLESS OTHERW16E NOTED: MAX. BEAiZINGi STUD HEIGHT STUD SPECIES O.C. GRADE *2 CON5TRUCT. STUD DESIGN LOAD (LBS.) SPRUCE HEM -FIR DOUGLAS 24" 51-0. 16" 10'-0' 9'-6' 12" II' -0' 10'-2' 2X4 50. Y. PINE 24" 91_04 16" 11'-8" 9'-6' 12" 12' -lo' 10'-5' 9'-1' TUJ15'I 5TRAP SPRUCE HEM -FIR DOUGLAS 24" 12'-0' lo' -o" Iro 13'-9" 11'-0' 12" 111-0" 2X6 50. Y. PINE 24" 13'-9" 10'-4' 16" 16'-0' 12'-10' 12" 19'-0" TNA 422 51MF 50N TRUSS HANGER (FLRJ ((0) 16d SCALE: 3/4" 1'-0" I STUD HEIGHT (BEARING) ALT. STRAPPING, HANGER & ANCHOR SCHEDULE SYM. PRODUCT CODE SUPPLIER DESCRIPTION FASTENERS DESIGN LOAD (LBS.) HEADER JOISF MAX. UPLIFT A NTA 16 USP CONCRETE STRAP O CQ) 10d X 1-'/2' oo 990 B MTS 16 SIMPSON TUJ15'I 5TRAP 8' MA50NARY (14) loci X I -'1/z' STUDS SUPPORTING 1000 MTIUlO USP C HTA 16 U5P CONCRETE 5TRAP 2 (13) 10d X 1-1/2" CONNECTOR "A° 1500 D TNA 422 51MF 50N TRUSS HANGER (FLRJ ((0) 16d (6) 16d Ih65 750 E 26 SIMPSON HANGER (I PLY) (14) 16d (6) 16d 3205 1550 F _HU5 HU5 2ro SIMPSON HANGER N PLY) (22) 16d (S) Irod 3715 2000 G HGUS 228-2 51MP50N HANGER (2 PLY) (36) 16d (10) 16d 1185 2650 H HGUS 223-3 51MP50N HANGER (3 PLY) (36) lod (10) loci 1185 2650 I L55U 210 51MP50N 5LOPED HANGER (I PLY) (10) lod (1) I0d X 11/2' 1390 815 J L55U 410 61MP50N SLOPED HANGER (2 PLY) (IS) 10d (12) 10d X 111/2° 2990 1150 K M5TA36 51MP50N FLAT STRAP (22) lod 1635 M5TA36 U5P L L5TA36 51MP50N FLAT STRAP (22) loci x I'/z' u 1305 L5TA3o U5P M NFM U5P CMU - HANGER 11/2" J BOLT (14) 10d 5835 1325 N M5T1 30 51MP50N STRAP TIE (36) loci x 111/2" 2495 K6T1 236 USP O M5T1 60 F21MP50N 5TRAP TIE (50) lod x 1'/z" 3145 K5T1 260 U5P P HTW 24 U5P TW15TED RAFTER TIE (24) lod X 11/2' 1530 0 5T 12 51111-50N STRAP TIE (10) le'd lo65 5T 12 U5P R 5 MGT SIMPSON HVY_ GRD. TIE DOWN 5/a' ROD TO HTT16 POST (22) loci 3965 TIE -BEAM 5/g" ROD POST (22) 10d 3140 T H 2.5 SIMPSON HURRICANE CLIP (5) ad (5) ad 415 RT1 U5P U ABU 66 51MP50N POST BASE oxo 51/$" x o" EXP. BOLT (12) loci (POST) 12000 2300 PAU oo U5P f ABU 44 51MP50N POST BASE 4x4 5/8" x 6° EXP. BOLT (12) loci (P05T) 6665 2200 PAU 44 USP W MTT285 TEN510N TIE 5LAB 3/4" x a° EXP. DOLT P05T (24) loci 2510 MT52-1B _51MP50N U5P TIE -BEAM 3/4" ROD P05T (24) lc -,d � 3140 X HTT16 51MP50N TEN51ON TIE TIE -BEAM 5/a" ROD POST (18) lod 3140 HTTIo USP Y THJA26 51111-50N HIP/JACK GIRD. HANGER (20) loci (10) lod x 111/2' _ 3205 96o Z SUR / L 26 SIMPSON 5KEWED 45" HANGER (a) l0d (6) l0d x 1'/2" 1000 -1 AA HGT-2 SIMP5ON HEAVY GIRD. TIE DOUJN (2) 3/4" ROD (16) loci 10980 BB HT520 51MP5ON HEAVY TW15T STRAP (20) 106 1450 CC HUG410 SIMPSON HANGER CIS) TITAN 1/.4x23/4 (10) loci 5085 ISIo STUD NOTE: HEADER 4 FULL LENGTH STUDS TO BE TIED TO EACH OTHER UJ/ loci a 12' O.C. STAGGERED TRUSS OR ROOF FRAMING MEMBE SIMPSON L5TA 12 a 24" OC . DBL. TOP PLATE FA I HAI � `I,`i►w � � � I � I STUDS Z C') CSEE ELEVATION OR LL MAXIMUM HEADER Q SPAN (FT.) CONC. FILLED C.M.U. 'U' LINTEL UJ/CU 3 0' 9' 12' W U *5 CONT, O OR LE55 oo ow 0 � NUMBER OF HEADER II 8' MA50NARY � STUDS SUPPORTING -FILLER w hi END OF HEADER 5TUD5 1 II T2 2 � V CONNECTOR "A° 1w- NUMBER OF FULL - LE UNSUPPORTED LENGTH 5TUD5 OF Z W z oq U p Q p �O WALL HEIGHT EACH END OF HEADS s7 10' 1 2 2 2 OR LESS SEE FLOOR PLAN FOR VERT. REINF. IU/ GONG. II II II FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12" II tl GREATER I 2 2 3 THAN lo' SII II II II II - rr- CONNECTOR "P "Ti�A D II II ii STUD NOTE: HEADER 4 FULL LENGTH STUDS TO BE TIED TO EACH OTHER UJ/ loci a 12' O.C. STAGGERED TRUSS OR ROOF FRAMING MEMBE SIMPSON L5TA 12 a 24" OC . DBL. TOP PLATE FA I HAI � `I,`i►w � � � I � I 4GTH UDS SIMPSON LSTA 12 EA. END GRIPPLE STUDS HEADER GONNEGTOR "A" HEADER STUDS — — -II— II II II II I I NOI%NGHOR`� I I I II RE�fUIRED II II II II II ��--CONNECTOR �II/ II II II FULL LENGTH WALL 6TUD5 NOTE- IF EX15TING C,M.U. WALL DOES NOT HAVE 50LID POUR CELL, THEN CELL MUST BE POURED PRIOR TO CONNECTION TO NEW C.M.U. WALL CCt"�_. FILLED 'U' CMU LINTEL W/ 11J 25' Mi RE INF (SEE ELEVA F=LOOR FLAT TRUSS BEAR. 8' MA50NARY EXTER. ILIAL L 5EE ELEVATION OR FLOOR PLAN) TRJ55 SEAR HT, 3' MA501,L;RY EXTER. IIJJAI I CONC. FILLED BLK. CELL IU/ lU *3 ROD VERT. CONT. FROM FTR. TO TIE BEAM (W1 25° LAP) CONC. FILLED 'U' CMU LINTEL UJ/ (1) *?: 25" MIN RE INF. (SEE 1=LEVAT it FLOOR PLAN) TRU55 BEAR. H 5EE ELEVATION OR _ FLOOR PLAN) TRUSS BEAR HT. 3" MA50NARY EXTER. WALL PRE-CA5E LINTEL BEAM (SEE LINTEL SCHEDULE FOR TYPE 4 RE INFJ OPENING IN C.M.U. WALL 20 - CHANGE IN TIE BEAM SCALE: 11/2' =1'_0' 27 - CHANGE IN TIE BEAM 0 Z C') CSEE ELEVATION OR LL L Q HEADER Vi CONC. FILLED C.M.U. 'U' LINTEL UJ/CU TRU55 BEAR. NT. > I �_A W U *5 CONT, O � oo ow 0 � u II 8' MA50NARY � u -FILLER w hi Q 5TUD5 II II EXTER. WALL www :Z�()Z � V CONNECTOR "A° 1w- FULL LE N w Z W z oq U p Q p �O z WALL s7 V) IS" *5 REBAR TO BE EMBED. Co' INTO 3/4' DRILLED HOLE IN EXIST LINTEL F:ADEP. STUDS wp = p ? w H— .� I SEE FLOOR PLAN FOR VERT. REINF. IU/ GONG. II II II FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12" II tl FILLED BLK. CELL UJ/ I I I I Li II R-E�{UIRED II (1) *5 BAR CONT, II APPLY BONDING AGENT BETWEEN NEW 4N D EXIST. (SEF MANUP. FOR SPEC.) SII II II II II - rr- CONNECTOR "P "Ti�A D II II ii II u 11 EX15TING MA50NARY 4GTH UDS SIMPSON LSTA 12 EA. END GRIPPLE STUDS HEADER GONNEGTOR "A" HEADER STUDS — — -II— II II II II I I NOI%NGHOR`� I I I II RE�fUIRED II II II II II ��--CONNECTOR �II/ II II II FULL LENGTH WALL 6TUD5 NOTE- IF EX15TING C,M.U. WALL DOES NOT HAVE 50LID POUR CELL, THEN CELL MUST BE POURED PRIOR TO CONNECTION TO NEW C.M.U. WALL CCt"�_. FILLED 'U' CMU LINTEL W/ 11J 25' Mi RE INF (SEE ELEVA F=LOOR FLAT TRUSS BEAR. 8' MA50NARY EXTER. ILIAL L 5EE ELEVATION OR FLOOR PLAN) TRJ55 SEAR HT, 3' MA501,L;RY EXTER. IIJJAI I CONC. FILLED BLK. CELL IU/ lU *3 ROD VERT. CONT. FROM FTR. TO TIE BEAM (W1 25° LAP) CONC. FILLED 'U' CMU LINTEL UJ/ (1) *?: 25" MIN RE INF. (SEE 1=LEVAT it FLOOR PLAN) TRU55 BEAR. H 5EE ELEVATION OR _ FLOOR PLAN) TRUSS BEAR HT. 3" MA50NARY EXTER. WALL PRE-CA5E LINTEL BEAM (SEE LINTEL SCHEDULE FOR TYPE 4 RE INFJ OPENING IN C.M.U. WALL 20 - CHANGE IN TIE BEAM SCALE: 11/2' =1'_0' 27 - CHANGE IN TIE BEAM 30 - NEW WALL ADDITION SCALE: 11/2' 1'-0' COMP 051TION 5NIN LE5 OVER 15 LB. FELT ON 15/32' PLrDI!OD Ort 1/l0' 0.5.8. 5HEATHING 51Mr-5',, *1 1 'TA to TRJ55 AT C;;OR NOTED OAd icCeOr PLAN)—�� MTL , C;R:P EDGE �I (v' ALIJ-Pt ;-;5f_-IA OVE 2Xo 1A, 7.3 -FASCIA Allt^: 'i�!„TED 5CFF I T CE)-,ENTITIOU5 FN; e,;4 3X3%":o Cf'1!J. r j/�T=.R ?S'Jl2J *'-5 CONT. PRE-ENGINEERED - TRU55 a 24' O.C. 3'-o' AFF. TRUSS BEAR HT. EXT. DRYWALI \ 3'xl'o'(D) COMPOSITE LINTEL BEAM (5;=;=L INTEL SCHED. FOR TYPE 4 RE INF. I\ DECOR. CEMENTITIOUS FINISH CONC. FILLED BLK. CELL ID/l) _ 05 ROD VERT. CONT. FROM FTR, TO TIE BEAM (T'fP. E-A. CORNER - 5EE FOUNDATION PLAN) 01-01 FINISHED FLOOR (REFERENCE ONLY) 4' GONG, SLAB W/0X0 10/10 WELDED WIRE MESH 5 -PATIO COLUMN/BEAM SCALE: 11/2' - 1'-0' OPNG. S(_ -ALE: 11/2' = 1'-0' COMPOSITION SHINGLES OVER 16 LB. FELT ON 15/32" C -D PLYWD. OR 1/10' O.S.B. SHEATHING 51MP50N META IG TRU55 ANCHOR ~� (UNLESS OTHERW15E NOTED ON ROOF PLAN) _ MTL. DRIP EDGE SEE EL EV. FOR FASCIA 51zE 4 T t"PE ALUMN VENTED SOFFIT �T ALUMN. WINDOW CEMENTITIOU5 FIN15H F. C0NG. SILL Don Bolden P.t. F'rofessiona� Engineer DOI"] IX-AD1 1 Er1'31HEERIHQ,hir. ma 11 - P.( ). Hoot 530783 Uervey, rL 32753 Rul Flc•rida Revlarrcrtivn #47524 Certificate ofAvllr< ri nlitm /126030 Tr?I1635 24" 0.c. 9'-0' TO 10'-0' A.F.F. �l _ 'I RU55 BEAR. HT, BATT. INSUI_. lF'-19 MIND 1/2 " DR`i-UJ/ •LL CCNr_-. FIL I ED 'U' CITU LINTEL UJ/ (I) *5 F31 \P. CONT. LINTEL HE \DEr, (5EE LINTEL C34ED. FOR. TYPE 4 REIHFJ 11/2" DR'T_W4LL OVER 2 MIL VAPOR. BARRIEF . (OVER R-3 IN51-IL. ' _rj1r�- _Ger1c:. FILLED Bl_.K. DELL lU/(I) *5 r?OD VF'F'T. GON F. FROI-I FTR, TO TIE DE Arl (U)/ 25" LAP) _ Up aXBXI& G.M.U. li - III II GRADE Z� F li 1151 IED FLOOR CF�EF'Ei?F'.Nr ONLY) (I) *5 VERT. IU/ 25" LAP 4 iv L lo' HOOK ID FTG. z 4' GOr1GSLAE W/ 0x6 *10 WEI DED Ln -WIRE MESH OV=F? 6 -111L. VAPOR l0"x20'(D) CONT. MONO. FTG. 11-4,. BARRIER ON C LEAH, IIIELL COMPACTED UJ/ (2) *5 CONT.— T'Ei?1 11 rE TP -.EA I'ED FILL 1 - TYP. C.M.U. WALI_. LE: 1/s' = 1'-0' AREAS NEW LIVING 434 COV. PATIO 232 TOTAL 666 L GENERAL CONTRACTOR WILL VERIFY ALL OHM. SHOWN OR IMPLIED BEFORE 'TARIINQ ANY WORK. 2. CENERAL CONTRACTOR WILL COMPLY WUH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUIHIORIIIES HAVING JURISDICTION. 3. RIS THE CONTRACTORS `OLE NESPON51URNY TO DETERMINE ERECTION PROCEUVRESAND SEQUENCE 10 INSURE THE SPFETY OF THE BUILDING AND COMPONENT PARTS UURING ERECTION. THIS IN BUT IS NOT LIMITED TO THE AOUNIONS OF WHATEVER TEMPOtWtY BRACINO, OUTS, OR TIE DOWNS INA RAY MAY UE NECESSARY, 5DCII MATERIAL `HALL OE REMOVEU AND 'HALL REMAIN THE PROPERTY OF IHE CONTRACIOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE SIRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT AMID OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINOS ARE NUT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHAT'DEVER WITHOUT WRHfEN PERM- ISSION AND CONSENT OF WELDON & A"UCIATES. INC. A PERMIT COPY STAMP HAS DEEM PLACED ON (HESE FINNS. IF I1 IS NVr IN REU INN, ]HERE IS A COPYRIGILt INFRR QEMENL WILLFUL INFRINGEMENT UA AGE COULD RANGE UP TO 1150,000.00 PLUS AITORtT(r) FEES, DAMAGE, AND LOSS OF ALL PROFITS Y LAW. AM N gals U m U) co f CV j N N C7 m �ifl c L S2 E V Arn L / EE � N ' L21 V W U p O o N Q N 'O m � � Q -33 U e �w o� U hiDO N O 2 X � �: '9 ro CO V A' n� wu 0 Z C') CSEE ELEVATION OR LL L Q FLOOR PLAN) CONC. FILLED C.M.U. 'U' LINTEL UJ/CU TRU55 BEAR. NT. > I W U *5 CONT, O � II ow 0 � u II 8' MA50NARY � u I w hi Q ry D V) )ll LIJ 0 V) w uU II II EXTER. WALL www :Z�()Z � V F- H D w z p Q V) �- a 1w- Q p W Z Q U X 0 Q ZZ N w Z W z oq U p Q p �O z II II II II V) IS" *5 REBAR TO BE EMBED. Co' INTO 3/4' DRILLED HOLE IN EXIST LINTEL w m 3? QV wp = p ? w H— .� I SEE FLOOR PLAN FOR VERT. REINF. IU/ GONG. FILLED W/ 2 -PART NON -SHRINK EPDXY 4 EXTENDED INTO NEW LINTEL 12" II tl FILLED BLK. CELL UJ/ (1) *5 BAR CONT, II APPLY BONDING AGENT BETWEEN NEW 4N D EXIST. (SEF MANUP. FOR SPEC.) SII D II II ii II u 11 EX15TING MA50NARY WALL AND TIE BEAM II II II II 12" *5 REBAR TO BE EMBED. 6' INTO II U 3/4" DRILLED HOLE IN EXIST FTG. U FILLED UJ/ 2 -PART NON-5HRINK EPDXY 4 EXTENDED INTO NEW FTG, 6' II II II I u CONT. CONC. FOOTER (SEE u II II 0'-0. II _ II_ FOUNDATION PLAN FOR = FINISHED FLR. FOUNDATION TYPE, 51XE AND > >� REINFORCEMENT) EXI5TIN5 FOOTING 30 - NEW WALL ADDITION SCALE: 11/2' 1'-0' COMP 051TION 5NIN LE5 OVER 15 LB. FELT ON 15/32' PLrDI!OD Ort 1/l0' 0.5.8. 5HEATHING 51Mr-5',, *1 1 'TA to TRJ55 AT C;;OR NOTED OAd icCeOr PLAN)—�� MTL , C;R:P EDGE �I (v' ALIJ-Pt ;-;5f_-IA OVE 2Xo 1A, 7.3 -FASCIA Allt^: 'i�!„TED 5CFF I T CE)-,ENTITIOU5 FN; e,;4 3X3%":o Cf'1!J. r j/�T=.R ?S'Jl2J *'-5 CONT. PRE-ENGINEERED - TRU55 a 24' O.C. 3'-o' AFF. TRUSS BEAR HT. EXT. DRYWALI \ 3'xl'o'(D) COMPOSITE LINTEL BEAM (5;=;=L INTEL SCHED. FOR TYPE 4 RE INF. I\ DECOR. CEMENTITIOUS FINISH CONC. FILLED BLK. CELL ID/l) _ 05 ROD VERT. CONT. FROM FTR, TO TIE BEAM (T'fP. E-A. CORNER - 5EE FOUNDATION PLAN) 01-01 FINISHED FLOOR (REFERENCE ONLY) 4' GONG, SLAB W/0X0 10/10 WELDED WIRE MESH 5 -PATIO COLUMN/BEAM SCALE: 11/2' - 1'-0' OPNG. S(_ -ALE: 11/2' = 1'-0' COMPOSITION SHINGLES OVER 16 LB. FELT ON 15/32" C -D PLYWD. OR 1/10' O.S.B. SHEATHING 51MP50N META IG TRU55 ANCHOR ~� (UNLESS OTHERW15E NOTED ON ROOF PLAN) _ MTL. DRIP EDGE SEE EL EV. FOR FASCIA 51zE 4 T t"PE ALUMN VENTED SOFFIT �T ALUMN. WINDOW CEMENTITIOU5 FIN15H F. C0NG. SILL Don Bolden P.t. F'rofessiona� Engineer DOI"] IX-AD1 1 Er1'31HEERIHQ,hir. ma 11 - P.( ). Hoot 530783 Uervey, rL 32753 Rul Flc•rida Revlarrcrtivn #47524 Certificate ofAvllr< ri nlitm /126030 Tr?I1635 24" 0.c. 9'-0' TO 10'-0' A.F.F. �l _ 'I RU55 BEAR. HT, BATT. INSUI_. lF'-19 MIND 1/2 " DR`i-UJ/ •LL CCNr_-. FIL I ED 'U' CITU LINTEL UJ/ (I) *5 F31 \P. CONT. LINTEL HE \DEr, (5EE LINTEL C34ED. FOR. TYPE 4 REIHFJ 11/2" DR'T_W4LL OVER 2 MIL VAPOR. BARRIEF . (OVER R-3 IN51-IL. ' _rj1r�- _Ger1c:. FILLED Bl_.K. DELL lU/(I) *5 r?OD VF'F'T. GON F. FROI-I FTR, TO TIE DE Arl (U)/ 25" LAP) _ Up aXBXI& G.M.U. li - III II GRADE Z� F li 1151 IED FLOOR CF�EF'Ei?F'.Nr ONLY) (I) *5 VERT. IU/ 25" LAP 4 iv L lo' HOOK ID FTG. z 4' GOr1GSLAE W/ 0x6 *10 WEI DED Ln -WIRE MESH OV=F? 6 -111L. VAPOR l0"x20'(D) CONT. MONO. FTG. 11-4,. BARRIER ON C LEAH, IIIELL COMPACTED UJ/ (2) *5 CONT.— T'Ei?1 11 rE TP -.EA I'ED FILL 1 - TYP. C.M.U. WALI_. LE: 1/s' = 1'-0' AREAS NEW LIVING 434 COV. PATIO 232 TOTAL 666 L GENERAL CONTRACTOR WILL VERIFY ALL OHM. SHOWN OR IMPLIED BEFORE 'TARIINQ ANY WORK. 2. CENERAL CONTRACTOR WILL COMPLY WUH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUIHIORIIIES HAVING JURISDICTION. 3. RIS THE CONTRACTORS `OLE NESPON51URNY TO DETERMINE ERECTION PROCEUVRESAND SEQUENCE 10 INSURE THE SPFETY OF THE BUILDING AND COMPONENT PARTS UURING ERECTION. THIS IN BUT IS NOT LIMITED TO THE AOUNIONS OF WHATEVER TEMPOtWtY BRACINO, OUTS, OR TIE DOWNS INA RAY MAY UE NECESSARY, 5DCII MATERIAL `HALL OE REMOVEU AND 'HALL REMAIN THE PROPERTY OF IHE CONTRACIOR AFTER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE SIRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT AMID OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINOS ARE NUT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHAT'DEVER WITHOUT WRHfEN PERM- ISSION AND CONSENT OF WELDON & A"UCIATES. INC. A PERMIT COPY STAMP HAS DEEM PLACED ON (HESE FINNS. IF I1 IS NVr IN REU INN, ]HERE IS A COPYRIGILt INFRR QEMENL WILLFUL INFRINGEMENT UA AGE COULD RANGE UP TO 1150,000.00 PLUS AITORtT(r) FEES, DAMAGE, AND LOSS OF ALL PROFITS Y LAW. AM N gals U m U) co f CV j N N C7 m �ifl c L S2 E V Arn L / EE � N ' L21 V W U p O o N Q N 'O m � � Q -33 U e �w o� U hiDO N O 2 X � �: '9 ro CO V A' n� wu w o 0 Z C') Z LL L Q � IL > I > W U r O � ow 0 � W � U 7wr f- a3 -r w hi Q ry D V) )ll LIJ 0 V) w uU w o D Z C') 0 U) L no n IL w o D Z C') Q N ,2 U) w r Tn 4 no n r) I _ m F z V) `2 v> aao z v) v)N a3 f3 }-{ w' r (n N H (D + + K �) ow j c_) � o 7wr f- a3 -r w hi F N rr ry D V) )ll LIJ 0 V) w uU Z () w V) ni L w LC V) 0 www :Z�()Z � V F- H D w z p Q V) �- a 1w- Q p W Z Q U X 0 Q ZZ N w Z W z oq U p Q p �O z U O V) `t E o w m 3? QV wp = p ? w H— w i W � -A w D Q " Q U A� w i i SHINGLES VENEER (SEE EL EV.) - FELT PAPER 4'x5' 2C� GAUGE GALv. ALUMN. ROOF SHEATHING FLASHING W/ 11/4' ELECTRO GALV, ROOFING NAILS � 4' O.C. W/ ALL TRU55 TOP CORD MEMBER 3E PLASTIC ROOF CEMENT ABV. 4 5LW. FLASHING 28 GAUGE GALV. ALUMN. DRIP EDGE W/ 11/4' ELECTRO GALV. SHINGLES ROOFING NAILS e 4" O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT FELT PAPER- 1 . __\- \. E3 IRN. FELT PAPER 4 FROMEDGE)--\SHINGLES000 ROOF SHEATHING TRUSS TOP CORD MEMBER--' FLASHING ANGLE SCALE: 2" = 11 -OIL SHINGLES TRUSS TOP CORD MEMBER ROOF SHEATHING FELT PAPER 24'(W) 2ro GAUGE GALV. ALUMN, FLASHING W/ 11/4' ELECTRO GALV, ROOFING NAILS e 4" O.C. W/ ALL WEATHER 10-0 PLASTIC ROOF CEMENT ABV, 4 BLW. FLASHING--, FLASHING SCALE: 2" = 1'_O VALLEY 43'x12' GALV. ALUMN. OFF -RIDGE VENT W/ 11/4" ELECTRO GALV. ROOFING NAILS �@ 4' O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV, 4 BLW. FLASHING -.-...- SHINGLES FELT PAPER Roof SHEATHING TRUSS TOP CORD MEMBER —\ 2x4 FRAMING to HOLE V J/ IN SHEATHING FOR VENT TRU55 TOP CORD 13EYOND METAL DRIP 5CALE, 2" = 1'-0" EDGE 5068 5.G.D. Sia' RECE55 m S.G.D. (NO T4G SHEATHING) 26 GAUGE GALV. ALUMN. FLASH\r- NAILS W/ 11/4' ELECTRO GALV, ROOFIN m 4" O.C. W/ ALL WEATHE PLASTIC ROOF GEMENT BTWN. FLASHING 4 FRAMING -� IUD. NAILER FLOOR J015T /1A1 3/4' TtG SHEATHING A FLASHING 2nd FLR. DOOR SCALE: 2' _ I' -m' WEATHER HEAD - OVERHEAD 5E RISER (MIN 2'F UTILITY ATTACI METER APPROVED 5URFACE RACEWAY FOR UTILITY UNDER- GROUND FEEDER OFF -RIDGE VENTSCALE: 21' = 11-0" GROUND NOTE: L. 120/240 VOLTS, 3 -WIRE, SINGLE PHASE DIST. 150 AMP,. "1 COPPER 2/0 ALUMINUM 200 AMP: *2/0 COPPER 4/0 ALUMINUM 300 AMP: 2 5ET5 OF 2/0 ALUMINUM 2. ALL WIRE SHALL BE THHH. 3. A1C_ LOADS 15 A55UMED VERIFY EQUIPMENT LOADS PRIOR TO INSTALLATION. REV15E BRANCH AS REQUIRED, LLI I V 0 UNDER GROUND ELEG 5ERvIGE (2) 5/, X 8'-0 L ONG COPPER CLAD (GROUNDING ROD. / SERVICE DROP 4 WIRE SERVICE DISTRIBUTION PANEL CONDUTOR5 IN APPROVED RACEWAY SEE N�)TiE "I BELOW GWP GROUND MAIN D15C. IF REQRD. (1) #4 SPACING TYP. ELECTRICAL RISER Don Bolden P.E. Pro sional Engineer DON BOLDEN ENGINEERING,Inc. P.O. Box 530783 DeBary, FL 32753 Florida Registration #47524 Certificate of Authorization #26030 SUBTERRANEAN TERMITE PROTECTION CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE BUILDING SHALL NOT BE LE55 THAN 6 INCHES, (FBG 1403.I.ro) EXCEPT: I. PAINT OR DECORATIVE CEMENTITOU5 FINISH LESS THAN gra' THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEWALL. 2, ACCESS OR VEHICLE RAMPS WHICH RISE TOTHE INTERIOR FIN15H FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A FOUR INCH INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4, INF THE PATIO HAS BEEN 501L TREATED FOR TERMINTE% THE FINISH ELEVATON MAY MATCH THE BUILDING INTERIOR FIN15H FLOOR ELEVATION ON MA50NRY CONSTRUCTION ONLY. 5. MASONRY VENEERS CONDENSATE LINES AND ROOF DOWN SPOUT5 SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN SPOUTS ARE REQUIRED ON ALL '-BUILDINGS WITH EAVES OF LESS THA SIX INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A ROOF ABOVE ANOTHER ROOF. IRRIGATION/SPRINKLER AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT OF THE BUILDING 51DEWALL. (FBC 1503,4.4) AN APPROVED PHYSICAL BARRIER SHALL AL50 BE INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO THE CAVITY CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER (FBC 2116.2) BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE OF SUCH THICKNESS AS REQUIRED BY CHAPTER 14, WHICH LS POURED INEGRALLY WITH THE CONCRETE FOUNDATION. NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLE55 THERE IS AN APPROVED PHYSICAL BARRIER (FBC 2116.2) CLEARANCE BETWEEN WOOD 511DING AND EARTH ON THE EXTEROR OF A BUILDING SHALL NOT BE LE55 THAN 6 INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL FRAMING ARE OF APPROVED PRESERVATIVE TREATED WOOD OR APPROVED NATURALLY DURABLE WOOD. (PBG 2204.2,ro) DECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN BUILDING COMPONENTS THAT DIRECTLY ABUT THE SIDEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL BE CONSTRUCTED 50 AS TO PROVIDE: I IS INCHES CLEARANCE BENEATH OR 01-0' INSERT "5 ROD IN EPXOY FILLED DRILLED HOLE 4' GONG. 51 A5 '_''.r &XS, 'IO WELDED WIRE t-'EB44 DRILL 3/4i DIA. HOLE 1 (MIN.) INTO FILLED CELL W/ LOG-TITE 2 -PART EPDXY SEE FOUNDATION PL 14 r=0F2 FOOTER SIZE AND RHINF. 4 FTG. TYPE THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD BUILDING CODE AND THE DETAILS OF REINFORCEMENT AS PUBLISHED BY TE=E AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-89. 33 - DOWEL REPLACEMENT DETAIL I TA S CON SCREW TRUSS TIE SCHEDULE UPLIFT LIMITS FOR USE OF TAPCON SCREWS WITH MPSON MTSM 16 or U.S.P. RT -20 MIN. SCREW EMBEDMENT: SCREW SCREW DIAMETER: LENGTH: NO. OF SCREWS UPLIFT LATERAL 3/16" 1 3/4" MIN. 4 800 275 STRAPS MAY BE DOUBLED POR 1 00 LB5. UPL IFT 4 600 LBS LATERAL LOAD 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BL K. OR CONC. FILLED BILK. CELL 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS (REPORT #3370, ICBG) X 133% UPLIFT FACTOR, 3. TAPCONS MUST BE INSTALLED AS PER MANUF. SPEC. PRE-ENGINEERED TRUSS w 24' O.C. 1-10d Q TRUSS - SIMPSON MTSM 16 OR AME OR CMU SILL, JAMBS & HEADER IISTURE BARRIER (WD, FRAME ILY) PANSION STRIPS RECOMMENDED @ JAMB 8D (FRAME) OR (1) 3/16 X 1V TAPCON ASONARY) TO FSTN' ANCHOR TO JAMB ICHOR IN HORIZONTAL J❑INT ABV, RST COURSE OF BLOCK AND ON O.C. OF REMAINING CRS, ANCHOR TO INSTALLED W/ PANEL REINFORCEMENT NEL RE INF, GA HOT DIPPED GALV,, OSSRODS 8' D,C„ 2' WIDE STD, & 1>1 DE FOR TRIML INE BLK, IRTAR PREPARED ACCORDING TO ASTM '70 FOR TYPE N AL ANT (SILICONE TYPE) RECOMMENDED EXTERIOR GLASS BLOCK SPECS, FOR 130 mph WIND LOAD, MAX, PANEL SIZE, 80 SO. FT. 17- GLASS BLOCK DETAIL ALUMN. WINDOW DECOR. CEMENTITOU5 (INSTALLED AS PER FINISH MANUF. 5PEC5.) 8XSX16 GI 1!J. F - I.- pz: r Ix4 P.T. WINDOW BUCK W/ TAPCON5 A$ PER SCHEDULE - WINDOW JAMB U.S,P. RT -20 TW DECOR GEMENTITOU5 TIE > FINISH o -r Al 1,1� WINDOW • l4) 3/16' X 13is' (INET ALL=D AS PER 2. ro INCHES CLEARANCE BETWEEN THE TOP OF THE PRECAST LINTEL FILLED TAPCON 5CRE11{� MAt.+.r-. 5r=Goa COMPONENT AND THE EXTERIOR WALL COVERING W/ GONG. W/ (1) "5 EMBEDDED I 1/2' Mil, OR, BAR CONT. 3. HAVE COMPNENTS THAT ARE EASILY REMOVABLE BY SCREWS OR HINGES TO ALLOW ACCESS FOR INSPECTION OF THE FOUNDATION 51DEWALL AND TREATMENT FOR TERMINTES, (FBC 2304.2.7) S' C,M.U, WALL SUBTERRANEAN TERMITE PROTECTION r, r-. dr r- A r1% r -%r-- L r-% r -r A 11 Irn 5HEATHING TYPE 4 FASTENING: 15/32" C -D PLYOOD OR 1/16' 0.5.8, 5HEATHING W/ 06 RING SHANK NAILS a 4' O.G. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGE5, AND 6' O.C. �0 5HEATHING INTERIOR FELT PAPER TYPE 4 FASTENING: (2) I5 LB. FELT OVER SHEATHING W/ 11/8° CAPPED ROOFING NAILS -m 6' O.C. ,w OVERLAPS 4 12' O.G. �w FELT INTERIOR SHINGLE TYPE 4 FASTENING: COMP051TION SHINGLES W/ ((o) 11/4' ELECTRO GALV. ROOFING NAIL5 a EA. SHINGLE W/ FULL 5HEATHING PENETRATION VENT TYPE 4 FASTENING: 4'-0' x 2'-0' GALV, OFF -RIDGE VENTS W/ I'/4" ELECTRO GALV. ROOFING NAILS a 4. O.C. FLASHING TYPE 4 FA5TENING: 2(v GAUGE GALV. ALUMN. FLASHING W/ 11/4' ROOF ASSEMBLY/ NAILING DETAIL SCALE: 1/411 = IT_011 L'ri' DRYWALL Jl Ixo P.T. FURRING 5TRIP5 DETAILSCALE: P V-0' 2-16d TOE NAIL -o RIDGE BEAM 2x8 RIDGE BEAM 4-1661 TOE NAIL 2x8 RIDGE BEAM INTO LAST TRU55 TO FORM VALLEY RIDGE 2x4 COLLER TIE W/ 3-10d a EA. END FOR SPAN5 OVER 10'-0' --- 2x( GONV. FRAMED RAFTER5 -- EA. RAFTER TIED TO 2xro PLATE w/ 511-1P50N MTF212 OR H 2.5 -2x6 PLATE W/ SIMPSON 1-1 r5 12 A 48' O.C. TIED To ROOF TRUSSES BELOW 7 VALLEY CONY. FRAMING DrT�L. maw^u.^�xenwwluna.mx�vmn^snmmmae.ner+meaenwonm:a^. GENERAL NOTES: I. WOOD FOR STRUCTURAL CONDITIONS TO BE C3ROUP Il SPECIES OF, MINIMUM F, => 13(61(61 P.S.I. 2. SEE MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENER`) r0 ATTACH GARAGE DOOR, ENTRY DORR5, PATIO DOORS AND WINDOW5 TO BUILDING. GARAGE DOOR 'BUCKS' SHALL BE ATTACHED TO STUDS WITH 3/," X 4" 60LT5, 51�AGED EACH 24" O.C. WITH MINIMUM OF 3 BOLTS. 3. ALL DOORS 4 WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN ACCORD WITH 55CC1 COMPLIANCE REPORTS 4. 501L MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBG SHALL BE MET. ALUMN. WINDOW `- DECOR. CEMENTITOU5 Fit IISH Ix4 P.T. WINDOW BUCK W/ `67P <' -m 1/4" x 2' TAPCON5 (EMBED.-8>:3XIo 11/4" INTO CONC.) @ 12" O Ix6 P.T. FURRING STRIPS 2DR'1'UJALI 2 - SIDE WINDOW BUCK SCALE: 1" = I'-0" - V I 1/2' DRYWALL DECOR, CEMENTITOU5 DSP 5CALE: 3/4' = V-0' 2X6 P.T. 5.Y.P. INSTALLED 9 GEL L FIN15H 1@ C.M.U. ALUMN. WINDOW LINTEL HEADER 2X6 P.T. S.Y.P. �'� • (SEE LINTEL 5CHEDUL E 1/z' DR) WALL FOR TYPE 4 REINIF.) HEADER BUCK ,,---LINTEL r- 2' WASHER 11,4T4 BOLTS INSTALLED I -LEADER Ixo P.T. FURRING STRIPS 7i3" 3 -GOAT PORTLAND CEMENT FINISH 2Xro P.T. 5.Y.P. (STUD GRADE) 5%. TRACK (SEE LII,ITEL SGHEDULE ON GALV. MTL. PAPER -BK RIBBED LATH Ix4 P.T. WINDOW BUCK W/ 1/2' BOLT FOR TY FE 4 r�EINF.) T A PCON5 AS PER `� ROL ER BR. -A. jtr �. Ix2 P.T. PUPRINC-T 5TRIP5 1 FASTENER SCHEDULE C -D PLYWOOD OR V WASHER WITH - Ix4 P.T. WINDOW BUCK W/ `4 BOLTS INSTALLED 1/16° O.S.B. SHEATHING -1/16'' 1/4' x 2" TAPGON5 (EMBED. 3 e FRAME WALL i 1 1/2" E3,V T I W/ALL EDGE5 BLOCKED 4 EMBED, 5OLT5 LOCATION 11/4' INTO CONC.) D 12" O.C. ��\ AND 8D P''ING SHANK NAILS TAPCONS NOT TO INTPFvFEAR 8X8XIh G.M.U.- I r HE FUP INC WINDOW HEADER DETAIL �4 ATEDG�S x� • _ R 32 - OPTIONAL TRUSS TI`� 2x4 F3LOGKING �" FRAME WALL - 2X6 BUCK W/ 1/2" LAG -BOLTS ALUMN. WINDOW W/(2) I0d @ =A. END TO PLYWD. SCALE: 1' = I' -rd' 1 - HEADER FRAMING SECTION 5GAL E: 1" - 0 -- DJD. OR MARBLE F21L L Ix2 P.T. FURRING STRIPS 1/2' DRYWALL 3X8XIO C.M.U. E31jr-K WINDOW SILL DETAIL ARCH FRAMED HEAD SCALE: I' L'-0' • 2Xo P.T. �.Y-P. L •I I1 L (3TUE) GR,A.DE) HEADER BUGK 5CALE: 3/4' = V-0' 2X6 P.T. 5.Y.P. INSTALLED 9 GEL L SIDE FUCK ALUMN. WINDOW • 2X6 P.T. S.Y.P. (INSTALLED AS • (STUD GRADE) (3)'/2' X 11/2' LAG- MANUF. SPECS.) GONG, POUR W/ 5" HEADER BUCK EMBED. r- 2' WASHER 11,4T4 BOLTS INSTALLED - 1/2' BOLT FIT 5OLT5 2Xro P.T. 5.Y.P. (STUD GRADE) 5%. TRACK 8 v F+'AA IE WALL P.C. CON(. SILL 1/2' BOLT BRACKET E MBE D. `� ROL ER BR. -A. jtr MASONRY WALL (2)'/2' X 11/2" LAG- LOCATION5 V WASHER WITH 2 `4 BOLTS INSTALLED 2' 'DASHER WITH DECOR. CEMEN 3 e FRAME WALL i 1 1/2" E3,V T I FIN15H 4 EMBED, 5OLT5 LOCATION - 2X6 BUCK W/ 1/4' TAPCONS NOT TO INTPFvFEAR 8X8XIh G.M.U.- V) QW N 2' WASHER WITH I 1_11/ FLA-EI'1=NT OF O.H.G. DR. = 112 50. FT. U) QF7 w 1/2' BOLT RCLErR 6r -R. AGKETS �I I FRAME WALL - 2X6 BUCK W/ 1/2" LAG -BOLTS ALUMN. WINDOW W/(2) I0d @ =A. END TO PLYWD. SCALE: 1' = I' -rd' 1 - HEADER FRAMING SECTION 5GAL E: 1" - 0 -- DJD. OR MARBLE F21L L Ix2 P.T. FURRING STRIPS 1/2' DRYWALL 3X8XIO C.M.U. E31jr-K WINDOW SILL DETAIL ARCH FRAMED HEAD SCALE: I' L'-0' • 2Xo P.T. �.Y-P. L •I I1 L (3TUE) GR,A.DE) HEADER BUGK (3)' /Z' J -BOLTS 2X6 P.T. 5.Y.P. INSTALLED 9 GEL L (STUD GRADE) 5TL. TRACK GONG. POUR ID/ 5" 2 BRACKET EMBED. (2)1/2' J-BOLT5 LOCATIONS OR INSTALL!=D CELL (3) 112' FRICTION GONG, POUR W/ 5" FIT BOLTS EMBED. r- 2' WASHER 11,4T4 (3) '/2' FRICTION - 1/2' BOLT FIT 5OLT5 BOLTS LOC AT> *14 2" WASHER WITH NOT TO INT=RF�".R 1/2' BOLT UJ/ PLACEME1;T r EVENLY SPACED `� ROL ER BR. -A. jtr MASONRY WALL - 2X6 BUCK W/ 1/2" BOLTS GARAGE DOOR OPENING SCALE: '/4" = V-0' �1jC <: 1x4 P.T. S.Y.P. (STUD GRADE) FA5TNERS. 144" X 2" T^PCOM (11/4' EMBED. INTO GOt;CJ SIL L /k1E_AD BUCrC F A5TENEZR5 WINDOW FLANG SIZE NO. GF F5TNR5. EA, END SIDE 51JICK 2X(o P.T. S.Y.P. (STUD GRADE) 5TL. TRACK 2 2X6 P.T. 5.Y F. (STUD GRACE=) 2 BRACKET 2 Xo (5)'/4" X 31/4 LOCATIONS 3 (6) 1/4' X 3".-1 TAPCON 3 _DBL, Df3L. 3063 4 TAPCON • (13/4' EMBED.) 5 30h8 W/ (2) SIDE LITE5 ;' (13/4" EMB=DJ EVENLY SPACED Df3L. 20380 - 2ro30 4 �Q r a 16' O.G. V WASHER WITH 2 `4 3/4' WA51;ER `:.�7;� EA. TAPCON P.( 3 EA. TAPGON 5 3080 W/ (2) SIDE LITE5 4 3 MASONRY WALL - 2X6 BUCK W/ 1/4' TAPCONS LOAD SPEC: N X c2 ;>.C: J 08 V) QW N - Z OU 16'-0' X 1'-0' O.H.G. DR. = 112 50. FT. U) QF7 w 0'5 °� E o a_7 �W LL, 112 S.F. X 34.1 LB5J$.F. = 3886 LBS. (TOTAL) 1943 LB5. TO EA. 51DE BUCK 259 L55. LOAD PER LINEAR FT. 0 SIDE E'UGK GARAGE DOOR OPENING SCALE: '/4" = V-0' �1jC <: 1x4 P.T. S.Y.P. (STUD GRADE) FA5TNERS. 144" X 2" T^PCOM (11/4' EMBED. INTO GOt;CJ SIL L /k1E_AD BUCrC F A5TENEZR5 WINDOW FLANG SIZE NO. GF F5TNR5. EA, END IX 2 �2 3X 2 2X 2 3X 2 OR 3/16 IT X 21/2 " T A FG -0N SIDE BUCK FASTENERS WINDOW FLANG SIZE NO. OF F5TNRS. EA.51DE X2 2 X3 2 X4 2 X5 2 Xo 3 X1 3 XS 3 (13/4' EMBED. INTO CONG.) 1X4 P.T. BUCK W/ TAPCON FASTENERS ENG INEERIND SPECS. WIND LOAD FACTOR UP TO: -44.1 L55. PER 50. FT. HEADER +3$,g LB5. PER 50, FT. BUCK WINDOW LOCATION MAY BE AT ANY POINT ON A WALL SIDE WINDOW 15 LOCATED BELOW 30' ABOVE THE (GROUND DUCK FASTENER REQUIRED TO BE 'WITHIN 4' OF BUCK END NO CLOSER THAN 2' FROM BUCK END FASTENER TO BE SPACED EQUALLY SII 4 FULL EMBED. OF SCREW HEAD INTO BUCK BIJj< WINDOW STYLES INCLUDE: 51NGLE/DOUBLE HUNG, HORIZONTAL ROLLER, AIUNING OR FIXED GLA55 WINDOW BUCK TO BE MIN. OF 3/4' THK. WINDOW OPNG-�. MASONARY WINDOW OPENINGS (ALL BRANDS) SCALE: N/A ;SUCK: 1x4 P.T. S.Y.P. (STUD GRADE) FASTNERS: 1/4 IT X 2 " TAPCON (11/4' EMBED. INTO CONC.) OR 3A0II X 21/2 IT TAPCON (13/4' EMBED. INTO (_-ONG.) LINTEL HEADER 05EE LINTEL SCHEDULE FOR TYPE 4 RE INF.) -Ix4 P.T. WINDOW BUCK W/ 1,1' x 2" TAPCON5 (EMBED. 11/4' INTO CON(.) a 12" O.C. 15/3"l" C -D PL 'WOOD OR -1/16" O.S.B, SHEATHING W/ ALL EDGES BLOCKED AND SD RING SHANK NAILS 4" OC; AT EDGE5 ER DERAIL SCALE: 1/2" - 1'-o" EASTNER SCHEDUL-E FAS"FFIER SCHEDULE DOOR SIZE MIN. -O F5'TNF25, EA. SIDE HEAD POOR MIN. " F5TNR5. SIZE EA. 51DE HEAD SINGLE DOOR o0 F D,�)UPLF DOOR Q 2068 - 30roa 3 2 20362 - 2808 3 3 3068 W/ (1) 61PE LITE 3 3 _DBL, Df3L. 3063 4 4 Dr31 . 3�i>6o IU/ (2) NIDE LITE5 4 5 30h8 W/ (2) SIDE LITE5 3 3 Df3L. 20380 - 2ro30 4 3 2020 - 3030 3 2 D13L. 2330 - 30ao 4 4 3000 W/ (1) 51DE LITE 4 3 D13L. 300,0 UJ/ (2) SIDE LITE5 5 5 3080 W/ (2) SIDE LITE5 4 3 U W W W a Z W (r V) T/) H1-- D W w 1X4 P.T. BUCK W/ TAPCON FAc.'TE:NEH S ENS INEEI,INC->; S( -ECS, MA50NARY MAX. oPENIN j WINDIND I OAD FAG GOP UP r0: -44.'1 LBS. PER SQ. FT. +35.9 LB5. PER 50. FT. DOOR LOCATION 1-141' BE AT ANY POINT ON A WALL HEADER X HEADER �ucK BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END No GL O'_:`ER THAN 2' FF'Ot-i BUCK END SIDE �T `Y �- 51DE e�3ucK- BUCK FASTENERS TO BE SPACED EQUALLY 4 FULL E1"'BED, OF SCREW 1 -DEAD INTO BUCK DOOR DOOR BUCK, TO BE 1`11H. OF 3i1" THK. OPNG. _% DOOR OPENINGS (ALL BRANDS) SCALE: N/A AREAS NEW LIVING 434 COV, PATIO 232 TOTAL 6hh 1. GENERAL CONIRAUJOR WILL VERIFY ALL DIM. SHOWN OR IMPLIED BEFORE STARTING AtlY WORK. 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL BUILDING CODES BOTH STATE MD LOCAL, MD COMPLY WITH ALL LUCAL AUTHORITIES HAVING JURISDICTION. 3. IT IS THE CONTRACTORS `OLE RE-iPVN5MIUTY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SATETY OF THE BUILDING AND COMPONENT PARIS DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDRIONS OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY, SUCH MATERWL `HALL BE REMOVED NJD HALL REMAIN THE PROPERTY OF HE CONTRACIOR MIER COMPLETION OF PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE PLAN DRAWINGS. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY- RIGHT ANU OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR FANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSION NJD CONSENT OF WELDON & ASSOCIATES, INC. A PERMN COPY STAMP HAS BEEN PLACED ON THESE PLANS. IF IT 15 NOT N RED INK. THERE, IS A COPYRIGHT INFRINGEMENT, WILLFUL INFRINEMENT DAMAGES COULD RANGE UP TO $130,000.00 PLUS ATTORNEY(S) FEES, DAMAGES, AND LOSS OF ALL PROFITS BY LAW. irk �_ 0 dln a, Uq_ Z z 1L/ o0 F CL Q ' z c r - u) OCT _u � r -0 N G: tJ N N `� CV •- I-/ co O + I'I OL, WCC H-- a :du U �" go bo Y 3 v Q Lv LI- N o v� 11111,-o (n w W r- Lv 14 � O COD N E N- ao ¢ 1 4 w 1 w w _ c 0 Cl Jr n - \4 0 ""t ��J� U W W W a Z W (r V) T/) H1-- D W w DO \ N X c2 ;>.C: J 08 V) QW N - Z OU M .@ o U) QF7 w 0'5 °� E o a_7 �W LL, irk �_ 0 W O Z ('I Z z 1L/ o0 F CL Q ' z o w � r IL G: i Z CV •- I-/ co O + I'I OL, WCC H-- a :du U Z ° U Y �] Q irk �_ ;. W O Z ('I (_9 0 1L/ u Q r. '' w U ® O •� o 11 � � `"o -� IL •> C, DO L() r W V) N CV •- I-/ co O + C) f, ;. W O Z ('I (_9 (7 a u Q r. '' oou rn I� Z(J ! '-1 ' w _jW11 wF J c E (n f p p C, DO L() r W V) N CV •- I-/ co O + I'I OL, (1- H-- a :du U Z ° Y �] �o V) Q (n w W r- Lv <I-, Q , <] Cl E N- ao ¢ 1 4 w 1 w w r� -r 0> -a. Cl Jr n - L( W z uj 0 W N to U W W W a Z W (r V) T/) H1-- D W w DO Z (' ZO t z Z w -t ZZ V) QW N - Z OU U) QF7 w w _ Q r hi F_ �. F- f[] U (1- Q U CRICKET SEE DTL B 24' O.G. PTL A STUDS DIAGONAL Ix4 IUD. BRACING LET INTO FACE OF STUDS OR, SIMP50N UJB OR, HUGHES UJB �— 15/32' C,D. PLYWOOD OR -1/16' O.S.B. SOLE PLATE--ZSHEATHING W/ALL EDGES BLOCKED AND 10d FORMED SHANK CORNER POST NAILS OR ANNULAR NAILS 4' O,C. 4 8' O.C. ON INTR. STUDS A DIAGONAL BRACE SHOULD REACH FROM THE DOUBLE PLATE TO THE SOLE PLATT= AND CROSS (3) STUD SPACES. IF THIS 15 NOT POSSIBLE BECAUSE OF AN OPENING, A 'K' BRACE SHOULD BE USED. SCALE: Sia' = 11-0" 8: 12 D T �. T.G. 1 DEA15 SHEAR -WALL SYSTEM --1 (SWSA I DEAD 10 DEAD B.C. O2X6 RAFTER - (4) 12d NAILS - 2 EACH 51PF 2X4 RAFTER - (2)12d NAILS - 1 EACH SIDE o(1) - 16d NAIL (NAIL THROUGH RIDGE INTO RAFTER) :(4) - 12d NAILS INTO NAILER 2x6 CONT. NAILER W/ 3-12d NAILS a EACH TRUSS DETAIL 5 N.T.S. ROOF DECKING PRE-ENGINEERED ROOF TRUSS DBL. 2X4 TOP PLATE 3/32" G.D. PLYWOOD OR 7/16' O.S.B. °HEATHING W/ALL EDGES 3LOCKED AND I0d FORMED SHANK IAILS OR ANNULAR NAILS e 4" O.C. 8' O.C. ON INTR. 5TUD5 X4 WD 5TUD5 e 16' O.C. )BL. 2X4 UID STUDS -aD EA. END OF S.W.S. IMPSON HD24 W/ 1/2' THREADED ROD ITO 3/4" DRILLED HOLE IN CONC. LINTEL F FIRST FLR. BEARING. HOLE FILLED ITH EPDXY TYPE CEMENT. R ANCHOR BOLT MAY BE USED WITH ONNECTOR NUT TO THREADED ROD. NCHOR BOLT TO BE EMBED 5' MIN X4 BTM. PLATE _OOR SYSTEM .M,U. LINTEL CRS. FILLED W/ GONG, i (1) 05 CONT, SCALE: '/ I' -e' STANDARD CRICKET AND VALLEY DETAIL 1 -SHEAR-WALL SYSTEM 1 (SWSA WATER RESISTIVE BARRIER NOTE: WHERE DECOR. GEMENTITIOUS FINISH IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENTITIOUS FINISH AND THE WATER RESISTIVE BARRIER. A i30ND BREAK F)HALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENTITIOU5 FINISH CONSISTING OF ONE OF THE FOLLOWING TIN ACCORDANCE WITH 8703.2.1 OF FBG 2001 RESIDENTIAL 4 SUPP.): 1, TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATE=R RESISTANT BARRIER OVER AN APPROVED F'LATIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, DECOR, CEMENTITIOUS FINSH MIN. 5/5' THICK AT GABLE FACE. (SEE MANUFACTURE SPEC. FOR TYPE 4 REINF.) WATER RESISTANT BARRIER (SEE REQ. ABOVE) TOP OF C.M.U. BEAR. WALL _•_ _._ .- : .. ._"_,�` � (SEI" ELEVATION) MAIN BEAR. HT. 6' CEMENTITIOU5 TRIM DECOR. CEMENTITIOUS FINISH GRADE CEMENT. GABLE FACE RECD. (- YP.) SCALE: 1/2" 1'-0" 2x2 F a 24' TRUE MTL, DRIP EDGE SEE FL EV. FOR FASCIA SIZE 4 T 13/4' STAINLESS NAILS ED 24" oma. ALUMN VENTED ALUMN, CHANNEI EA, LATH STRI MAIN WIND FORCE RE515TANGE 'a OVERHANG: LOAD DIRECTION END ,ZONE INTERIOR ZONE TRAN5VERSE -38.4 fi .S.F, -30,1 P.S,F, L0NC:dTU1DINAL -38.4 P,5,F, -30.1 P.S.F. - 1 z TO WOOD FRAMING i8/32'C--D PLYOOD OR SHcATHIW_i UJ/ ALL EDGES BLOCKED AND RIK6 SHANK NAIL 5 15) 4' O.C. AT EDGE -5 t o' O.C. e THE SHEATHING INTERIOR DECOR. CEMENTITIOU5 FIN15H LATH aCt4D BREAK DRAINAa_ PLANE 01!,5) MFr'IBRANE E3RIDGE FLASHING FLA5HING/CONTROL JOINT DECOR. CEMENTITIOU5 FINISH OVER MASONRY/BLOCK FLASHING/WEEP SCREED DETAIL 4' SLAB SLEEVE MAIN WASTE PIPE W/ SCH 40 6" PVC ---� DBL. 2x_' 70r'' F' AT_ MAXIMUM MAXIMUM 1 GYPSUM !-----� DBL. 2X4 '_rD 3T; 5 19 .A. END OF 5.W.5. - 1 z TO WOOD FRAMING 2X4 WD 5I✓5 s 'b' O.C. EITHER DIRECTION TO FRAMING FRAMING o 5IMP5r41 ;-�3A 1—"' '%' THREADED ROD 16 NAIL, 0.000' DIA., 133"Lot 1G, 7/32" HEAD. INTO 3/4' ;-TOLE IN GONG. LINTEL MEMBERS (INCHES) of FIR5T FLR 5= R_Nl . HOLE FILLED 1 12 WITH =F o^ —r ry%--_ C_MENT. ( INCHES O.C.) I'/4' LONG, ANNULAR-f"?INGED: '3d GOOLER CEILING OR SCREWS b 16 �/2' ..,T•;:R T 1-11 ^..Y BE U5ED WITH BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE CEIL INC d CONN_CTC'R ,OJT TO T%IREADED ROD. NOTE: 6TU3 OUT L GC'ATIOtd MAY DIFFER ON LARSER OR SMALLER ST_t-lJA!_!_6 SCALE. 1/2' = I'-0' SEWER PIPE P NTR. DTL. 18 -FASCIA DETAIL SCALE: ,"_ ,.1a.. F SHEAR -WALL DBL. 2X4 TOP PL AT= 15/32' C.D. PLY'°fG'D GR Z/'_b' 5HEATHING I.L/4 a BLOCKED AND 2a I ✓RcR':_D 5H_4v,:< NAIL 5 OR 0_. _ R h44-15 0 4' O 4 a' O.G. Otd `ITP- 2X4 WD 5%r;5 s '.b' O DBL. 2X- _A- =t.D G+ S!!J.S 31MPSGtd �? : ''_'.✓ '/2' 7:-^•c:.A,'._D icOD STAIR NOTES: I, ALL STAIRS TO BE IN GOMPLIANGE W/ 5EGTION R311,5- 8512 OF THE 200-1 F.B.G. 2, ALL HAND RAILS TO BE 36" HIGH WITH A MAX. 3.7511 OPENING BETWEEN SPINDLES 4 LOWER RAIL 2" FROM DECK 6AURD RAILS TO BE 36" HIGH 3. TRIM MATERIAL T.B.D. BY BUILDER, ALLOW 1/2" DRYWALL TO DIE — AGAINST 1/2" PLYWD. BACKING DOWN 1/4" FROM TOP OF BULL NOSE TRIM I" X 1 1/4" BULL NOSE MOULDING — rLUED AND NAILED TO I" X 10" TRIM DELOW 4 1/2" PLYWD. 1/2" PL YWD. BAGKIN6, TO RUN ENTIRE LENGTH OF TRIM - HOLD 1/411 DOWN FROM TOP OF BULL 2 X 4 STUD WALL N.T.5 01-0. FINISHED FLOO 8X8X16 (5EE FOUNDATION PLAN FOR TYPE 4 RE INF.) zz STAIR SFEC 24 RISERS 11/2" R15ER 12" TREAD 1/2' NOSE 5TAR- EA51 N TURN BULL NOSE TRIM DOWN TO FLOOR Pro essf - iona- ff,-ineer DOH ! d' I..DEN Is EN yINEERINU,inc. P.O. Box 53071:13 Denary, FL 32753 ml Florida Registrcalinn #47524 Certificate of Aullacrizcation #2-6030 THICKNESS OF i DBL. 2x_' 70r'' F' AT_ MAXIMUM MAXIMUM T' :t B4_DED ROD GYPSUM 11/4' LONG, ANNULAR-f'lNC-:ED': OF 4d COOLER DBL. 2X4 '_rD 3T; 5 19 .A. END OF 5.W.5. SPACING OF SPACING OF TO WOOD FRAMING 2X4 WD 5I✓5 s 'b' O.C. EITHER DIRECTION TO FRAMING FRAMING FASTENERS 5IMP5r41 ;-�3A 1—"' '%' THREADED ROD 16 NAIL, 0.000' DIA., 133"Lot 1G, 7/32" HEAD. INTO 3/4' ;-TOLE IN GONG. LINTEL MEMBERS (INCHES) of FIR5T FLR 5= R_Nl . HOLE FILLED 1 12 WITH =F o^ —r ry%--_ C_MENT. ( INCHES O.C.) I'/4' LONG, ANNULAR-f"?INGED: '3d GOOLER CEILING OR SCREWS b 16 �/2' ..,T•;:R T 1-11 ^..Y BE U5ED WITH BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE CEIL INC d CONN_CTC'R ,OJT TO T%IREADED ROD. 24 ANCHGR 5,; T TO' B= EMBED 5' MIN 12 CONS. WALL \_2 X 12 STRINGER W/2X4BLKG AGAINST 2 X 4 SCALE: '/2" I'-0' SYSTEM 2 (SWS-2) STAIR NOTES: I, ALL STAIRS TO BE IN GOMPLIANGE W/ 5EGTION R311,5- 8512 OF THE 200-1 F.B.G. 2, ALL HAND RAILS TO BE 36" HIGH WITH A MAX. 3.7511 OPENING BETWEEN SPINDLES 4 LOWER RAIL 2" FROM DECK 6AURD RAILS TO BE 36" HIGH 3. TRIM MATERIAL T.B.D. BY BUILDER, ALLOW 1/2" DRYWALL TO DIE — AGAINST 1/2" PLYWD. BACKING DOWN 1/4" FROM TOP OF BULL NOSE TRIM I" X 1 1/4" BULL NOSE MOULDING — rLUED AND NAILED TO I" X 10" TRIM DELOW 4 1/2" PLYWD. 1/2" PL YWD. BAGKIN6, TO RUN ENTIRE LENGTH OF TRIM - HOLD 1/411 DOWN FROM TOP OF BULL 2 X 4 STUD WALL N.T.5 01-0. FINISHED FLOO 8X8X16 (5EE FOUNDATION PLAN FOR TYPE 4 RE INF.) zz STAIR SFEC 24 RISERS 11/2" R15ER 12" TREAD 1/2' NOSE 5TAR- EA51 N TURN BULL NOSE TRIM DOWN TO FLOOR Pro essf - iona- ff,-ineer DOH ! d' I..DEN Is EN yINEERINU,inc. P.O. Box 53071:13 Denary, FL 32753 ml Florida Registrcalinn #47524 Certificate of Aullacrizcation #2-6030 SEE PLAN HANDRAIL g 3611 A.F.F. —MATERIAL TO BE DETERMINED BY BUILDER I X 10 TRIM (PAINTED) 2 X 12 STRINGER 2 X 4 STUP WALL _'E MOULDING, (PAINTED,' STAIRCASE Ub.TAIGm- SCALE: '/2' = I'-0" MIN. THICKNESS AND APPLICATION OF GYPSUM BOARD (FOC200-I, RESIDENTIAL TABLE 8702.3.5) THICKNESS OF i ORIENTATION OF MAXIMUM MAXIMUM SIZE OF NAILS FOR APPLGIATION GYPSUM 11/4' LONG, ANNULAR-f'lNC-:ED': OF 4d COOLER GYPSUM BOARD SPACING OF SPACING OF TO WOOD FRAMING BOARD (INCHES) EITHER DIRECTION TO FRAMING FRAMING FASTENERS a 16 NAIL, 0.000' DIA., 133"Lot 1G, 7/32" HEAD. '/2 MEMBERS (INCHES) 16 1 12 13 GAGE, 13/8" LONG, IS/64' HEAD: 0.09,3" DIA., ( INCHES O.C.) I'/4' LONG, ANNULAR-f"?INGED: '3d GOOLER CEILING NAILS a SCREWS b 16 16 BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE CEIL INC d L--- 24 1 12 NAIL, O.Oa6" DIA., 15/8" LOG, 15/64" HE AD: OR GYPSUM BOARD NAIL, 0.00E' DIA., I'3' LONG, 9/32' HEAD. WALL \_2 X 12 STRINGER W/2X4BLKG AGAINST 2 X 4 - SEE PLAN HANDRAIL g 3611 A.F.F. —MATERIAL TO BE DETERMINED BY BUILDER I X 10 TRIM (PAINTED) 2 X 12 STRINGER 2 X 4 STUP WALL _'E MOULDING, (PAINTED,' STAIRCASE Ub.TAIGm- SCALE: '/2' = I'-0" MIN. THICKNESS AND APPLICATION OF GYPSUM BOARD (FOC200-I, RESIDENTIAL TABLE 8702.3.5) THICKNESS OF APPLICATION ORIENTATION OF MAXIMUM MAXIMUM SIZE OF NAILS FOR APPLGIATION GYPSUM 11/4' LONG, ANNULAR-f'lNC-:ED': OF 4d COOLER GYPSUM BOARD SPACING OF SPACING OF TO WOOD FRAMING BOARD (INCHES) EITHER DIRECTION TO FRAMING FRAMING FASTENERS a 16 NAIL, 0.000' DIA., 133"Lot 1G, 7/32" HEAD. '/2 MEMBERS (INCHES) 16 1 12 13 GAGE, 13/8" LONG, IS/64' HEAD: 0.09,3" DIA., ( INCHES O.C.) I'/4' LONG, ANNULAR-f"?INGED: '3d GOOLER CEILING NAILS a SCREWS b 16 16 BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE CEIL INC d PERPENDICULAR APPLICATION WITHOUT ADHESNE 3/3 CEILING d PERPENDICULAR 16 -1 12 13 GAGE, I1/4' LONG, 19/64" HEADS 0,09x" DIA., WALL 11/4' LONG, ANNULAR-f'lNC-:ED': OF 4d COOLER 16 16 24 1/2 CEILING EITHER DIRECTION WALL EITHER DIRECTION 16 a 16 NAIL, 0.000' DIA., 133"Lot 1G, 7/32" HEAD. '/2 CEILING EITHER DIRECTION 16 1 12 13 GAGE, 13/8" LONG, IS/64' HEAD: 0.09,3" DIA., 24 I'/4' LONG, ANNULAR-f"?INGED: '3d GOOLER CEILING PERPENDICULAR 16 16 16 BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE CEIL INC d PERPENDICULAR 24 1 12 NAIL, O.Oa6" DIA., 15/8" LOG, 15/64" HE AD: OR GYPSUM BOARD NAIL, 0.00E' DIA., I'3' LONG, 9/32' HEAD. WALL EITHER DIRECTION 24 a 12 WALL EITHER DIRECTION 16 a 16 :i:: F) Lu o?w� v CEILING EITHER DIRECTION 16 1 12 13 GAGE, 15/8" LONG, IS/64' HEAD: 0.09,5" DIA., 13/a" LONG, ANNULAR-RINrsLDv ANNULAR-RINGEDOd COOLER CEILING p PERPENDICULAR 24 1 12 NAIL, 0.09"l' DIA., I- 1/e" LON<'T, '/C HEAD: OR Gl'P5UM pOARD NAIL, 0.091!'>" DIA., 1-`I/8' LONG, WALL EITHER DIRECTION 24 8 12 19/64' HEAD. WALL EITHER DIRECTION 16 a 16 APPLICATION WITH ADHESIVE 3/a CEILING d PERPENDICULAR 16 16 16 SAME A5 ABOVE FOR 3/s' Ci 1 P5U1"i BOARD WALL EITHER DIRECTION 16 16 24 1/2 CEILING EITHER DIRECTION 16 16 16 SAME AS ABOVE FOR 1/2' RNID 5/8 C-:YPjUtl BOARD, RE5PECTIVEL'r' CEILING d PERPENDICULAR 24 12 16 WALL EITHER DIRECTION 24 16 24 TIJ)O Ala LAYERS CEILING PERPENDICULAR 16 16 16 BASE PLY NAI1_ED AS ABO! "E FOf /2' <_�7'PSUM BOARD: FACE PLY INSTALLED WITH ADHESIVE WALL EITHER DIRECTION 24 24 24 FOR 51: P - 25.4mm �. FOR APPLICATION WITHOUT ADHESIVE, A PAIR OF NAILS SPACED NOT LESS THAN 2' APART OR MORE THAN 21/2" APART M^ r BE U7�17-_D WITH THE PAIR OF NAILS SPAGED 12' ON CENTER b. SCREWS SHALL BE TYPE 5 OR W PER ASTM C 1002 AND SHALL BE SUFFICIENTLY LONG TO PENETRATE WOOD FRAMING NOT LE55 THAN 5/8' AND METAL FR.^.MI?,:G NOT LESS THAN c. I!; GA15LE-END IUD. TRUSS 3-lod NAIL S---.- ADD- BRACE IF DIM- 'A' 15 GREAT THAN (o' -O' - 2x ' -0' 81C`if='�Ot CLIP 2x .t E / 2-10d x1,4 i L s C \ DACK5IDE SEE SHEATHING - SCHEDULE —� 2-1- . )7 \ 2-10d NAIL5 2X4 BRAGF 3-10d NAILS BACK516E 3 -loci 51MP5ON A -34a-3 NAIL5 -LIP T -- 2 .. I , .)( KING FII°...., I i, -1 75 5P4 - \ PLAN P( LOGAHONS 51MPE)ON META 16 a MA50NARY �.- C, ., l E3C_ x,1-1 WALL OR 511-IF50N L5TA 12 9 FRAME WALL THIS DIM t_L xREATE r' rl IA,\1 OR * 24" O.O. EQ1141- Tk It I ', ' SNI=ATHING NAILINc- SGHEDULL 2X4 HORZ. CONT. BRACING 'a CABLE TRU55 ABOVE 2X4 BLOCKING W/ 3-10d IN OLOCKING IN 2-10d IN EA. TOP 15/32' C -D PLYWOOD OR 1/16' 0.5.13. SHL A7 i I II . x OF TF�L155 BT1vi, CORD. LENGTH III/ 5d NAILED AS Foi I Ilia: As INDICATED ON ROOF PLAN — 4' O.C. ALL EDGE5 AND TOO j DOTTOM CORD r'IE -1F;L-I: 6' Oct, ALL INTERr'1EDIATE WL). I KI.J2'�2L'b 3-10d NAIL BACK51DE 'VAT RUNNC-R" 2X4 HORZ. CONT. Bh .4L .'.i . 3 ABOVE 2X4 5LOCKINC. ,I _; -121 I IN BLOCKING t 2-12c1 It I I -^ 0 OF TRUSS BTI'L COF 0L I t ; _; 1 1 - AS INDICATED ON IROc,r r -I M TRU55 BTM CORD `8L0CK1NG` 2x4 BLOCKING FlRz_�T SPACE -- GABLE END L ���� I� (: �1 IL 0 -1/16' 065 61155ET5 (TYP.) (SEE PIGG7'F AGK 1 t -' NOTE CONT TYP. $LIPP NOTES: I- RI=FER TO 5EPARATE PIGGYBACK AND BASE M135 Etd,,ltlr � FOR TRUS5 CONrk-AIRA.TION, PLATING, LUMF3EK GRADES, I,I•=;ACI 2- U5E 2x4 CONTINUOS 5RAGING AT 2'-O' o%. COFINEGTED TO I • CHORD OF SUPPORTING TRU55 UJ/ 2-16d NAIL5 AND TO BC,iTO, I I: - GF PIGCaYBAGK lU 2-16d NAILS. BRACIPlG To BE 'CIE 'To Fb�c;D r. , T EAGH END. 3- U5E 1/2' X k.' X a' 1/16' 05E3 GU55ET5 Ohl EACH FACE AI 4'- NAILED IU/ 8-Bd NAIL$, ON EACH FACE l 4 NAIL5 IN EACH G14C , ., ) SCALE: N/A X001^ � AE3 E ROOF r- 1/4' 1/41 1, I/41 I �q 2 -�J� ROOF SHEATHING FASTENING 5CHLDLILE: USE 8d G01 -11 -ION NAILS ( TYPICAL ) PANEL LD6L5 PANEL FIELD I NAIL5 &" O.G. I NAILS 12" O.C. 2 NAIL5 6" O.G. 2 NAILS ro" O.C. 3 NAIL5 4" O.G. 3 NAIL5 &" O.G. NOTE: USE 8d PING SHANK NAIL5 IN ZONE IF MEAN ROOF 15 6REATER THAN 25'. 1\IOTE5: I- ASPHALT 5HINGLE5 SHALL COMPLY WITH A5'rm D 3161 ( MODIFIED TO 120 MPH ) OF TA5101. 2- 5HINGLE5 SHALL BE INSTALLED ACCORDING TO MANUFACTURER5 5PEC5. 10 - PIGGYBACK TRUSS DETAII -11 HOOF FA TNINGi ZONES ALE:I T S 5C ALE: N.T ,Jfi l I ) JLLr SC;. TEL )l ILF (SIMPSON) CEILING SCHEDULE (A.F.F.) C= 91-7r_/" GLC -c. VAULTED GLC . 'a 3:12 FITickl ROOF PLAN �F Don Roldwit P.P. v4(i aionaf Enginaer DON BOLDEN ENGINEERING,Im. P.O. Box x30763 DeRrAr/, FL 32753 Florida Registration #47524 Cortificato of Auihoriaation #26030 r?P 41' M1514�111_�v J� r � NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRU55 SPANS, PITCHE5, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. ROOF NOTES I. WHERE MULTIPLE TIES ARE AT ONE BEARING PLATE: TIES TO BE ANCHORED AT OPP05ING SIDES OF THE BEARING PLATE TO MAXIMIZE 5EPERATION OF NAILING PATTERNS O5'xl6'(D) COMP051TE GONG, LINTEL BEAM BEAR. HT. V 10'-0' A.Q.F. 514EATHING NAILINr3 5rH1=DULl GABLE TRU55 15/32' C -D PLYWOOD OR-I/Ig,' 0.5.8. SHEATHING UJ/ 5d NAILED A5 FOLLOW5: 4' O.G. ALL EDGES AND TOP 3 BOTTOM CORD MEMBER ALL INTERI-IEDIATE WEBBING PERMANENT TRUSS BRACING ACQUIRED BY' ALL OF THE FOLLOWING ROOF SHEATHING: INSTALLED AS SPECIFIED IN PLANS DRYWALL: 1/2' DRYWALL INSTALLED AT CEILING To BTM. CORD of TRUSS WITH DRYWALL SCREW AT 16' O.G. TO EACH TRUSS RAT RUNNER: 2x4 RAT RUNNEL CONT. AT TOP OF TRU55 BTM. CORD 0 16'-0' O.C. WITH (2) IOD AT EACH TRUSS. RAT RUNNER5 USED IN TRU55 ERECTION MAY BE USED WITH SPECIFIED NAILING OF (2) IOD fo EACH TRU55. TRUSS TIE SCHEDULE "-_ e JACK POST TIF 1-61 ai ICHOR I aSTEiIE ,: — I I ,',C ,1 ANCHOR JPI 2-2x4 LTT 20F3 I,�-16d (2) MT5 12 L_I.E -ALL Fi 1-10d EA, —TRU55 TIE CT.- 32-164 (3) MT5 12 FI1 L. :-l' 5ED. A -1-10d EA. TO POST 'r ' i. Li ,E -ALL R.-. FI i L. L -r .BED. ° JP2 3-2x4 NTT 22 21-Idd JACK P05T L ,i_r E -ALL FI . JP3 3-2x4 NTT 22 15-164 EA. 43-15 - Erle �2-164 (2) 1-15T 37 FIT 1.-. :1 BREED, 21-16d EA. 7630 Lir F3F=D. E JP4 4-2x4 HTT 22 23-16d EA. P05T �—ANCHOR 5000 SIMPSON FGTR 18-5D51/4x3 EI r' PE CEI I Sit' r.. r 15LD. JP5 5-2x4 (2) HTT 22 Na' THRD. ROD EMBED. _ 12' IU/ EPDXY CEMENT Lt r- PE CEi I. (2) SIMPSON FGTR 36-5D51/4x3 "5/;-' 1, it - )ED Rk JP6 5-2x4 (2) NTT 22 gig' THRD. ROD EMBED. I' SPACE BTWN, A.B 12' U)/ EPDXY CEMENT EI It ,_I c SIMPSON PGT 2 16-106 3/4' THRID. ROD EMBED. PE CEI 12' UJ/ EPDXY CEMENT 10,530 SIMPSON NC3T 3 CEILING SCHEDULE (A.F.F.) C= 91-7r_/" GLC -c. VAULTED GLC . 'a 3:12 FITickl ROOF PLAN �F Don Roldwit P.P. v4(i aionaf Enginaer DON BOLDEN ENGINEERING,Im. P.O. Box x30763 DeRrAr/, FL 32753 Florida Registration #47524 Cortificato of Auihoriaation #26030 r?P 41' M1514�111_�v J� r � NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRU55 SPANS, PITCHE5, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. ROOF NOTES I. WHERE MULTIPLE TIES ARE AT ONE BEARING PLATE: TIES TO BE ANCHORED AT OPP05ING SIDES OF THE BEARING PLATE TO MAXIMIZE 5EPERATION OF NAILING PATTERNS O5'xl6'(D) COMP051TE GONG, LINTEL BEAM BEAR. HT. V 10'-0' A.Q.F. 514EATHING NAILINr3 5rH1=DULl GABLE TRU55 15/32' C -D PLYWOOD OR-I/Ig,' 0.5.8. SHEATHING UJ/ 5d NAILED A5 FOLLOW5: 4' O.G. ALL EDGES AND TOP 3 BOTTOM CORD MEMBER ALL INTERI-IEDIATE WEBBING PERMANENT TRUSS BRACING ACQUIRED BY' ALL OF THE FOLLOWING ROOF SHEATHING: INSTALLED AS SPECIFIED IN PLANS DRYWALL: 1/2' DRYWALL INSTALLED AT CEILING To BTM. CORD of TRUSS WITH DRYWALL SCREW AT 16' O.G. TO EACH TRUSS RAT RUNNER: 2x4 RAT RUNNEL CONT. AT TOP OF TRU55 BTM. CORD 0 16'-0' O.C. WITH (2) IOD AT EACH TRUSS. RAT RUNNER5 USED IN TRU55 ERECTION MAY BE USED WITH SPECIFIED NAILING OF (2) IOD fo EACH TRU55. TRUSS TIE SCHEDULE TRUSS TIE TO POST STD. FRAME TIE _ _ J POST TIF FASTENERS UPLIFT UPPLILI FT POST TRUSS 7-r. • I,�-16d (2) MT5 12 -1-10d EA. 1-10d EA, 1-150 CT.- 32-164 (3) MT5 12 7-10d EA. -1-10d EA. 3000 ,'r.- 32-I:>d M5T 37 21-16d 21-Idd 3815 i=111 24-10d x 11/2 (2)M5T21 15-16d EA. 15-164 EA. 43-15 - Erle �2-164 (2) 1-15T 37 21-16d EA. 21-16d EA. 7630 22-10d >2-16d C2) riST 48 23-16d EA, 23-16d EA. 8920 5000 SIMPSON FGTR 18-5D51/4x3 (2) 1/2x5 TITAN PD 5250 SIMPSON HTT 22 CEILING SCHEDULE (A.F.F.) C= 91-7r_/" GLC -c. VAULTED GLC . 'a 3:12 FITickl ROOF PLAN �F Don Roldwit P.P. v4(i aionaf Enginaer DON BOLDEN ENGINEERING,Im. P.O. Box x30763 DeRrAr/, FL 32753 Florida Registration #47524 Cortificato of Auihoriaation #26030 r?P 41' M1514�111_�v J� r � NOTE TRU55 MANUFACTURER AND BUILDER TO VERIFY ALL TRU55 SPANS, PITCHE5, BEARING HEIGHTS, CEILING HEIGHTS AND BEARING LOCATIONS BEFORE TRU55 FABRICATION. ROOF NOTES I. WHERE MULTIPLE TIES ARE AT ONE BEARING PLATE: TIES TO BE ANCHORED AT OPP05ING SIDES OF THE BEARING PLATE TO MAXIMIZE 5EPERATION OF NAILING PATTERNS O5'xl6'(D) COMP051TE GONG, LINTEL BEAM BEAR. HT. V 10'-0' A.Q.F. 514EATHING NAILINr3 5rH1=DULl GABLE TRU55 15/32' C -D PLYWOOD OR-I/Ig,' 0.5.8. SHEATHING UJ/ 5d NAILED A5 FOLLOW5: 4' O.G. ALL EDGES AND TOP 3 BOTTOM CORD MEMBER ALL INTERI-IEDIATE WEBBING PERMANENT TRUSS BRACING ACQUIRED BY' ALL OF THE FOLLOWING ROOF SHEATHING: INSTALLED AS SPECIFIED IN PLANS DRYWALL: 1/2' DRYWALL INSTALLED AT CEILING To BTM. CORD of TRUSS WITH DRYWALL SCREW AT 16' O.G. TO EACH TRUSS RAT RUNNER: 2x4 RAT RUNNEL CONT. AT TOP OF TRU55 BTM. CORD 0 16'-0' O.C. WITH (2) IOD AT EACH TRUSS. RAT RUNNER5 USED IN TRU55 ERECTION MAY BE USED WITH SPECIFIED NAILING OF (2) IOD fo EACH TRU55. TRUSS TIE SCHEDULE UPLIFT TIE -DOWN I FASTENER ANCHOR STD. FRAME TIE 465 ISIMP60N 145 4-5d 4-Sd 1000 511-IF50N MT5 12 -1-10II _ 1-10d STD. MASONARY TIE 1450 SIMPSON META 16 7-10dx11/2 EMBED. 4' 2235 SIMP50N HHETA 20 10-10dxll EMBED, 4' SPECIAL TIES 2000 (2) SIMP50N MT5 12 14-10d EA, 14-10d EA, 4395 51MP5ON MST 3-1 24-10d x 1112 24-10d x 11/2 2035 (2) SIMPSON 14-10dAl/2 EMBED. 4' oac3 c: o a °0 HHETA 20 EACH TUn r 00 3965 SIMPSON MGT 22-10d THIRD. ROD EMBED. ouc) Ln 0 �a CO t7 O 00 it ti 5) r- IX] t m� _z U V 12' W/ EPDX'T- CEMENT 5000 SIMPSON FGTR 18-5D51/4x3 (2) 1/2x5 TITAN PD 5250 SIMPSON HTT 22 32-16d Na' THRD. ROD EMBED. _ 12' IU/ EPDXY CEMENT 9400 (2) SIMPSON FGTR 36-5D51/4x3 (4) 1/2x5 TITAN HD 10,520 (2) 51MP5ON HTT 22 64-I6d 51NK. gig' THRD. ROD EMBED. I' SPACE BTWN, A.B 12' U)/ EPDXY CEMENT 10,950 SIMPSON PGT 2 16-106 3/4' THRID. ROD EMBED. 12' UJ/ EPDXY CEMENT 10,530 SIMPSON NC3T 3 I6 -10d 3/4' THRID. ROD EMBED. 12' UJ/ EPDXY CEMENT NOTE5: I. WHERE MULTIPLE TIES ARE L15ED: LOCATE TIES AT OPPOSING 51DE5 OF TRU55 CONNECTION FOR MAX. NAIL 5EPERATION 2. ALL I-IANGERS FOR I -PLY TRU55E5 TO BE U.S.P. THD 26 t 2 -PLY TRU55E5 TO BE THD 25-2 UNLE55 NOTED OTPIERW15E 3, ALL MA50NARY TO 'rRU55/FLR. J015T TIES TO BE SIMPSON META 16 UNLESS NOTED OTHERWISE, ALL FRAME TO TRLI55/FLR, JOIST TIES TO BE 51MP5ON MT5 12 UNLESS NOTED OTHERWISE 4. UPLIFT AND REINF. 5PEC. TAKEN FROM 51MP5ON C-2006 (ALL TIE d CONNECTORS 5HOULD BE VERIFIED WITH MANUF.) SCALE: 1/4" :: I' -o" I -o" AREAS NEW LIVING 434 COV. PATIO 232 1 TOTAL - 1066 1. L. V GENERAL CONTRACTOR WILL All. DIM. SHOWN OR IMPLIED BEFORE STARTING ANY WORK, 2. GEULRAL COTTNtACTOR WILL COMPLY WITH ALL BUILDINU COUES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTNORINIES RAVING JURISDICTION. J. R IS THE COLNRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE TIIE SAFETY OF TLIE BUILDING AND COMPONENT PARIS DURING ERECTION. ITT$ INCLUDE-. BUT IS NOT LIMITED TO THE AUDITIONS OF WHATEVER TEMPORARY BRA.CINU, CUY`i, ON TIE DOWNS TTIAr MAY BE NECE5`. ANY, "UCH MAIERIAL ,HALL UE REMOVED AND `HALL RFJANN THE PROPERTY OF TILE CONTRACTOR AFTER COMPLETION OF PROIEV. 4. ALL DIMENSIONS ANU ELEVANON'j 5HOWN Ort THE STRUCTURAL DRAWINGS SHALL. DE VEHIFIED AND SIMIL CONFORM TO DIE PLN DRAWINGS. DESIGNER IIEREUY EXPRESSLY RESERVES HIS COPY- RIGHT AND OTHER PROPERTY RIGHTS IN IHE E PIANS. ITiESE PLANS AND DRAWINGS ARE NOT TO BE REPR000CED, CIW4GEU OR COPD IN ANY FORM OR MANNER WHATSOEVER WITHOUT WRITTEN PERM- ISSION AND CONSENT OF WELOON & ASSOCIATE, INC. A PERMIT COPY STAMP HAS BEEN PLACED ON IIIESE PLANS. IF IT IS NOT ILL RED INK, THERE IS A COPYRIGHT INHONGEMr'1tT. WILLFUL INFRINGEMENT DAMAfE COULD RANGE UP TO 3160.900.00 PLUS ATTORNEY(S) FEES, DAMAGES. AND L053 CF ALL PROMS BY U.W. I- wo 0 In •� F W ' - 1L 0 r - U r E m A G y V [L IV 4 y C h- lP W W (n ham- a) , Lu �`�� o L' Q� D Mo N 0 Oa� v� U~)Lti ¢ U- OBD � :u Rz ~ a O o ci 0 o 0 ZIFS--~-- wWU� U 4 CT u- O) (0,11 r -'- (i'0 [Lj<�<<� hr oac3 c: o a °0 L �00 t ALL a IWU Ln TUn r 00 — Z Ld ZZ = w z OQ z6z'-j a0 0 '' U � CA 9 cj a z z `o: ouc) Ln 0 �a CO t7 O 00 it ti 5) r- IX] t m� _z U V 0 N N Q m 7. 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