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404 San Carlos Ave 18-2553 New construction SFHPROJECT SPECIFICATIONS NEW ONE 5TORY CMU 51NGLE FAMILY RE5I1DENCEr ,I . OCCUPANCY, I1R311 CONSTRUCTION TYPE, "V 5 I1 DE51GN CODES: - FLORIDA BUILDING CODE 51XTH EDITION (2011) - FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION (2( - FLORIDA PLUMBING CODE 51XTH EDITION (2011) - FLORIDA MECHANICAL CODE SIXTH EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL LIVE LOADS: CHAPTER 16, F.B.C. PEER F.B.C, 2011, CHAPTER 16 FLOORS 40 P5F E3,45IC WIND SPEED 139 5ALCONIE8 40 PSF (3 SECOND GUST) DECKS STAIRS - 40 PSF 40 P5F WIND IMPORTANCE FACTOR /,"•� -. ROOFS 20 PSF BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 PSF WIND EXPOSURE B ATTIC W/O STORAGE to PSF INTERNAL PRESSURE COER .015 ATTIC W/ LIMITED STORAGE GUARDRAILS AND HAND RAILS 20 PSF 200 PSF COMPONENTS 4 CLADDING' 30,5 PS GUARDRAILS AND HAND IN -FILL COMPONENTS 200 PSF ROOMS OTHER THAN SLEEPING ROOMS 40 PSF • PNT PROPERTIES • W�<,r-TSAN CARLOS AVENUE SANFORD, FLORIDA, 32771 p 5 SSdeg, 04 34'I E 109,98' (N) �o loa.1 - — - -_� iO4.4_ S SSdeg, 00' 00" E 110,00' (P) 03.E OL m � a�[l LU a 0 0 Qj Qj 0 �z Sp /7 0 5AN C;aRLO5 AVE W SR 46 W IST ST (" CR 415 CELERY AVE T FL 411 m CID � (P 'C 1_ m T O W 25TH ST E 25TH ST 1J SR 46 D m LOCATOR MAP D AIN p AIN Q ------------------------------------------- 1'-6` BIDE SETBACK ------------ --------• 104,9 X X 104,4 ' f o, 1 LOT: la PR0PO9ED 35'-011 W, X-�5'-O° D. 105,0 104,E i 104A x; w x ONE STORY CMLI q a m Q SINGLE FAMILY REKENCE, I O (L 2 i i i n i l 1 30 0" 551.0" x X 104,4 •--------------------------;- ------ --- -- -------' 1.6 SIDE SETBACK - X 104.4 \T X 1033 D AIN X 104,9 " D AIN ` ' X 104,4 i i l 7 ��r 'ol Ni 88deg, 00' 00" W _110,34' (M) Y0 XzN 88deg, 00' 00" W �110100' (P) o I SITE PLAN III 10l-OII J a U 0 U a_. a DRAIN z a� o U C CONCRETE DRIVEWAY -q AND WALK a U o Z a o Q � O SYMBOLS X PROPOSED GRADE G,P LEGAL DESC IPTION: I_ LOT IS C 1, FAIRVIEW, A SUBON DIY AS RECORDED IN PLAT BOOK 4, PAGE 11, OF THE PUBLIC R RD5 OF 5-EbIKOLE C ORID NOTE: ODG, INC. 8 5TEPHEN COLD A55UME5 NO RE5PON515ILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO6I5LE FOR PLACING THE BUILLDING ON THE PROPERTY' AND MEETING ALL REQUIRED 5ET BACKS, ODG, ING,, 8 5TEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DESIGN AND LOCATION, LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTAT113N OF GRADING CONTROL LINE A-F FOR A 60' LOT ON AN RESULTS USING 0.5% STREET, WITH 28' SETBACK, 28' BUILDING DEPTH AND 2R SVALES 1% SWALES A Curb -top on lot -tin. —tension at high lot corner A-H Park.oy slop.- 12' grass old .alk at !/4'/ft. (2X> . . Y 10.3'> 3' CO. 3') IT Side s..la 5(" y... at 1/4'/ft. (27..). . . . 14'.(L2') 7' (0. 6') C-D S.a le turn .Ith IO' radium 16, gross at 1/4'/ft.. 4- (7. 3') 2' <0. 21) D-E Rear s.olw 12' gross at 1/4'/ft. (2:0. 3' (0.3') 1' E-F Protective rear slope up from high -point of swabs . 6' (0.11) 6' (0'5') Sub-totot A-F From curb -top to ground at rear building .all. .30- Q. Y) 19, C1. 6•) Minimum rise fro" c.rb-t.p to slob floor, 30' • 8' . . . . 36' (3.2') al. (2, 3') Mi ninum rise for woad floor using B' Joists, 30' + 19' . . 49' (4. V) 38' (3. 2') DRAWING INDEX y Al COVER PAGE, LOCATOR MAP, SITE PLAN, DRALUING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL LUALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT AS ENGINEERING NOTES AND DETAILS PROJECT DESIGNER 0DC�, INC. 13E✓O F,4RK DRIVE ., oC)45SELBERRYI FLORID74 32101 Di=B10- 1)6;1QY,4HOO,C01" 1 PROJECT ARCHITECT STEPHEN Re COLD f4fR ,0010041 RECORD COPY 1341 5, GRf4NT STREET LONGWOOD, FLORID¢( 32150 OFFICE: (321) 228-4225 Ft4X: (401) 834-9g2(, REVIEWED FOR CODE COMPLO 2C PLANS EXAMINER stev�coldamindspringrcom — RATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. AT TFR nA -Q CODES, NOR SHALL ISkL SUANCE OF A PERMIT PRE\ -NT THE BUILDING OFFICIAL FROM THEREAFTER PROJECT CONTRA "'C t'RL�R�� IOLATOIONSOF HIISCOO KIRK 1„1C KINNION COMPACTION' ESQ REQUIRED .HK1,M GENER)4L CONTRF4CTOR5 Resultsit, beVerifi d tit Slab b)sPeetio, 24(o4 SOUTH S)4NFORD 4VENUE 8f4NFORD, FLOfRID74 32111 PHONE:: 401-321-4616 LD1NG SANFORD C� ANC' 0400 00 0 0 D 0 G INC..000 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: 30 MAY 2018 STEPHEN R. COLD AR 0010041 o T1_ Z LU Q U) �Xz zM w Q LLJ oZ� Q� Vz ILL(n 0 w 00 w�( aZw U wJ0 z0 O 0- D_ U) z LU U I— 0 70 Cn ti O ti ■ U � > M M ti r •L 'L M ❑ ci n M0. co co Q L i O M -Q M r N M U COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal v V copyright laws. �' PROJECT SPECIFICATIONS NEW ONE STORE' CMU 51NGLE FAMILY RESIDENCE. OCCUPANCY: "R311 CONSTRUCTION TYPE: "Y 8'I DE61GN CODE6: - FLORIDA BUILDING CODE SIXTH EDITION (2011) - FLORIDA RE5IDENTIAL 5UILDING CODE 61XTH EDITION (2011) - FLORIDA FLUM51NG CODE 61XTH EDITION (2011) - FLORIDA MECHANICAL CODE 51XTH EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL LIVE LOADS: CHAPTER 16, F.B.C. 201i: PER F.B.C, 2011, CHAPTER 16 FLOORS 40 PSF BASIC WIND SPEED 139 BALCONIES 40 FSF (3 SECOND GUST) DECKS 40 FSF STAIRS 40 FSF LUIND IMPORTANCE FACTOR I ROOFS 20 PS_ BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 PSF LU[ND EXPOSURE - B ATTIC W/O STORAGE 10 FSF INTERNAL. PRESSURE COEF. .OIS ATTIC W/ LIMITED STORAGE 20 FSF GUARDRAIL6 AND HAND RAILS 200 PSF COMPONENTS E CLADDING 30.5 FSF GUARDRAILS AND HAND IN -FILL COMPONENTS 200 P6F ROOMS OTHER THAN SLEEPING ROOMS 40 FSF sR /i 402 5AN CARLO5 AVE IW SR 46 W IST ST GIR 415 CELERY AVE FL 411 m L N < D m z m W 25TH ST i° E 25TH ST W SR 46 m LOCATOR MAP 5 SSdeg, 04' 3411 E 109.981 (M) 5 88deg, 00, 0011 E 110.001 (P) 'R DrR 1 a, ----------------------------------------------------------- 1'-&" SIDE SETBACK LOT: la `A ; n PIROP05ED 35'-0" W, X 55'-0" D a O a D0f N1 ; N o ONE 570RY CMU n L" 0 0 ; L" 51NGLE FAMILY RE5I1DENCE o o� Q) o LL O O z z ----------------------------------------- ---------- 14' SIDE SETBACK - -------- D AIN 1)f ZZIN N SSdeg, 00' 0011 W 110,34' (M) N SSdeg, 00, 0011 W 110,00, (P) SITE PLAN. CONCRETE DRIVEWAY AND WALK LEGAL DE5CRIPTION: LOT 18, BLOCK 1, FAIRVIEW, A 5U51DIV1510NA5 RECORDED IN PLAT BOOK 4, PAGE 11, OF THE PUBLIC RECORDS OF 5EMINOLE COUNTY, FLORIDA, 25' 0" 1 0 NOTE: ODG, INC. 4 STEPHEN COLD 455UME5 NO RESPON51BILITY FOR IT15 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE BUILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACKS, ODG, INC,, 4 5TEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DE51GN AND LOCATION, DRAWING INDEX Al COVER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A& ELECTRICAL PLAN AND RISER DIAGRAM A-1 TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS ODG/ INC:, 1350 PARK DRIVE C: ASSELSERRY, FLORIDA 32-10-1 321-663-193� _DP5.ODG1aYAH00.COM PROJECT ARCHITECT STEPIHEN R. GOLD AR 0010041 i341 S. GRANT STREET LONGWOOD, PLORIDA 32-150 OFFICE. (321) 22&-422E✓ PAX: (401) 834-9926 st�Vecold�mindspring.com KIRK MC KINNION 1HKM GENERAL CONTRACTORS 2464 SOUTH S,ANFORDAVENUE SANFORD, FLORIDA 32i11 PHONE: 40i-321-461(o , Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: STEPHEN R.COLD AR 0010041 0 QU) W ~ 2X0 W Z M 0ZU Q Q 0 (¢j (D �- U) 0_LU 0 00 LL Qol- U ULLI W -1O QLL L°- a HI Z o a U) CO ti 0 ti N V i Iti O r n L_ LL CD a.6 OM N M r � N N M C) W �7 � - T - - - - Sheet No: Al COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Of: EIGHT 20 X 16 MONOLITHIC FOUNDATION-------. W/ (2) #5 REBAR5 CONT. M 0 u, 8" TURNED EDGE W/ (1) 45 CONT, AT 6HOWER O CONC, A.C, PAD CONTRACTOR TO - FIELD VERIFY LOCATION c 4" B,F,F. -- 4" TH, 3000 P61 CONCRETE SLAB C W/ 6X6 10/10 WWF ON 6 MIL VAPOR ON CLEAN WELL COMPACTED TERMITE ELOPE SHOWER TO DRAIN 20 X 16 MONOLITHIC FOUNDATION-t W/ (2) 05 REBAR6 CONT. I r FILL 35'-0" 4' 4" 5' 2" 6' 6" 6' 8" 4' 10" 5'-2" 2' 4" 1 2 m �- 0'-0" (DATUM) �^ 4" rH. 3000 P51 CONCRETE SLAB ON GRADE 4I W/ 0 6 10 10 WWF OR F18ERMESH ON .00E VAPOR BAR IER kTI _ OV R C EAR WELL COMPACTED, TERMITE TREATED I'll L 0 0 A.C. CHASE " > 13'46 4° 20' I�4n 4 01 2 PrTr- - _ 2' 5" '" O I f 8" TURNED EDGE / (2) 05 CONT. AT GARAGE TEP DOWN O 4 2 B.F.F. 411 • 4" TH, 3000 P51 CC NCRETE 5LA8 ON GRADE W/ 6X6 10/10 WWF OR FIBEF MESH ON .00E VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL 0 o r ---------------------- ----- ------------------- SLOPE ASCP 20" X 16" MONOLITHIC FOUNDATION r W/ (2) "5 REBAR6 CONT, r co 2^^ �-------------------- ----------- !r -------------------------- r* = r ■ r 6 x 3 2' 8" '4" Io•0" '-4" 2'_2" 2' 2" 12'-0" 4'-4" 4" B.F•F• t 4" TH, 3000 PSI CONCRETE SLAB ON GRADE FOUNDA I IoN FLAN W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL 1/4" = 1'-0" 20 X 16 MONOLITHIC FOUNDATION iW/ (2) 05 RE5AR6 CONT. 0 s 0 s \20" X 16" MONOLITHIC FOUNDATION W/ (2) "5 REBAR6 CONT. . ' :J,J �'CIE•.t-.. �d `�' 1;•iGi6.�,.�.T'VT'C "� b.✓tft.,t�>:.r -. .;f ',� � = cc Tea FOLLLOWING 5TATEtg ENT: THE I! tUIL C>IkG HAB, , ECF-ivEi, ATMENT FOR THE TE < IT S. T "" `Ch'tE Nt 15 IWACCb��o j THE FLORIDA"DEPARTMENT OF ,AGkICilL TUR.E AND. C6Nh 51 IMER &EkVICES COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. rYc GMVE�G.-y f '7 - ACTF-D HILL WMPDRIVEWAY ` 5CrA�E_34 t"= i`-i" -Aile. �T--D B 'it_Ez'1 Vt a� rsir�ar !�. THl6 i"L:2•°r3L'w'..'s £-,-r41 19 )t1 t„f? Tp tl*? CATE TI E r lrr cttTS GF Tff - G*. eR,, Tl r'.=TA±L3 .( Gr TPE F1,U-ej1 G 9YWaM .ALL ,a4-t f k�TK Y'1i1'i�,T? 5Y A r 4,U/1, i!H- CCNTP,iGTOR Lf 7? �ILp PZPAP$W-fr. T}}13 Qa5';,'AN 16 A,LCPIE*1' �Y Gf4�E� 4Tt i'LtA'fSB'f.'z �Y�%ifa H,aVBk# FE'„%t�. I; Trl.^•N'r?J r1.C`�s , W1 To r, Tw 5YfT5-1 19 TO Rcc rr�xr�r= rr� a x+s LJ 5/i��IB Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 U � � W ti 0 (D C� z CNM ZD > Q Q OUj O 0 U) ZR 00 J Z L 0- Q z O12- LL 00 Q LL Q 0 LL O U) ti 0 ti N ■ t� > M M ,., r �L M ® Q O Qi r L a LL M CO �+ ® 16-O M -Q M r � U) C� Sheet No: 2 Of: EIGHT 35'-0" 12'-5" 10,4, 4" CONC, OR AVER LANDING 4'-II" • �11111111[7'� 't�1111111111�111[7I7---- '1=17@"�IIIIIIIICI' Ike, OESCAPE © C]111= _ n _ _ O •" SILL = -1• ESCAPEYAULT 3 G Irm • ' • , - _ = • _ AULT ? Lu __ - n _ n u © c 30 • OF nESCAPE - •PLANT LEDGE - VAULT(405 r�, '� © 2 ► ' - - --MMMM I., —" • Li PEE __ . _ROOFESCAPE p_ firy� _© �,+u:.ar+ruiurruraur . = - : I/ II _ _ Im "Ann 7uruu,;. _ VAULT TO VAULT _ �• kill- -01 .. unnunru� ::nurtr—�Qrwnnur.�. tr. AMUR Q.F&T-ArT � Q ` • 1 u Li - I © I c I � . - . • • • ' - I.d • r _ = ENTRY ©�� v I VAULT ME - ©�Imp "M OVERHANG OF DORMER 01 ESCAPE�_ �"�l[ICf' "�71 __ •• lid CI7111�'u 4 O 16'-0 411 ? -2 2 -2 6' 0 6 -0 4'•4" 12'-0" FLOOR FLAN V4" - P-0" TOP OF BLOCK HEIGHTS ® 8'-0" TOP OF BLOCK (NORMAL) ® II'-4" TOP OF BLOCK/FRAME LINETYPE LEGEND ® NEW BLOCK WALL NEW INTERIOR FRAME WALL ® INSULATED FRAME WALL bIMPf 5-�"Cr{DARY aDFi'15. C.^.f2F'ET -CON-DARY B4T:f5 7T ..QAt.,E 3.4 t -Q DOOR SCHEDULE O MARK QUAN, FRAME DOOR SIZE WIDTH X HGT. REMARKS I I MTL. ENTRY 3'-0"X6' 8"" 2 2 WD, SWING 21-8"X6'-8" ADA a BATH, CLOSER 9 GARAGE 3 5 WD, SWING 4 2 WD, SWING, 2'-0"X6'-8" 5 2 WD, SWING PR, 214" X6' 8" 6 1 WD. SWING PR, 2-0 X6-8 1 I MTL, SGD 6'-0"X6'-8" 8 I MTL. OHG I6'-O" Xl' 0" 9 1 I MTL, I SWING 2 -0 Xl -0 GLA55 SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPED WITH 30LID WOOD DOORS NOT LE85 THAN 13/8n IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LE55 THAN 1 3/8" THICK OR 20-MINUTE FIRE RATED DOORS, EQUIPED WITH SELF -CLOSING DEVICE PER FBC R301, HEADER SCHEDULE ,.P f~'Plil`'- WIDTH 5i4-J1* WAM- L' N'Ci-t-f�E Na i S. r ER t oTe$-- ILL s _ u�• a• AvEg slr=z, s tftaTE 7 t�LE �r GT'ris}�3iibc AF�Xi2T? GTi Fe�fidttlYx M M sp`-V'T' 0 3'-0* 2-2+W'6 2-2 t4`a 2. A"1F1�r FFdF� tSt�g fxlP Ei� �x :,�-_.g 1-1 4TC} ;ltkfi`eE 5t t ii 6..s. turd Vol EXTRE: .-• FRSEFR IN FLar_44 P i +FCia c-aa # cJ 3`-i"'Tt a`-�" 2-2r8's 2-2i6'r Iki 'Ei`OIP.LF-5 OF 3fIGlFY fix' 3. -SOW 7. RAF --FO, L:ttTE." B, ETC.' ilil:�a'F WERE 0IZED t.9tTr_- v-1`?4? va' 16E 'E r IOD -E5 GF EL,46T iCIT r` i Ytuc saD Jfi� �raitaiG2itr#°orb 2 d.",M 31!#->5 (RA 51 ) 'P-t' 7O 9 -S' ' 2-2x�'O 2-?A 7G iz' } t l rJ l LEc Trt Sht£7, i!! V, -3 JACK SMSIS (EA $JOB) TO 12'-** 4 2 FJ-L- LF.,i r.4 tilfND0U 'V'11i D TAIL6 £. BIB 2+c 7GF' rz�CCr F'L.�`a>t; " .Jf? 7, Gi �'�•�.' �Y':9•iEi"F fl } ATE (CGWr) FOR Tip: aS ` I I C�ICTPS (tT[a �. 0R 4425A .32 r- w t � a C61,6 n i^ecra9w- 2x (02 Fr7F 2 / fO1 < KAiLED eeTfr-r21 e !61 2x 5 TTa"iFLATE (COW,) V2 PjA a'llKi x A325q7` 1f2' x b' f '?II.�.i' !]S)!1X 'R,.:•., : 4' $. � .''�' • �.,..•».'_oy..,y... F 19. Gsl�3� E �tT} 7i 'o2 TO Fi2<1 r � rTFO �u D51-. 2x4 CX'A4T';1 TOP F W ntl1. a' EACH Ffz�aVIPE 14 r.F .JOINT - :DI 1N$TA1-I.ED, t-�'r.'S C3 &' 54 OIA.:A5 P7 gas 5,0rT<X1 PI -ATE ! 11,15TALi . V' W' x 6' UZI Ale ; Pr2kx; , 21' OI-. 4 6 EI'1D& fT'fiP,l . t� WINDOW SCHEDULE 0 MARK QUAN, FRAME TYPE SIZE HEAD HGT, REMARKS A I MTL, S,H, PR, 25 6'-8" B 3 MTL, 6A 35 '0'•8" 4'-6"X5'-3" ROUGH OPENING C 3 MTL, S.H, 25 618" 3'-211X�'-3" ROUGH OPENING D I MTL. 5A 34 1 6'-8° I TEMPERED E I MTL, FIXED 3'-0" X 3'-0" 1 10'-8" I TRAN50M NOTE: ALL BEDROOM WINDOWS SHALL COMPLY WITH FBC R310 4 R'o12,4.2, ALL 'ESCAPE' WINDOWS SHALL MEET MIN, OPENING AREA OF 5.1 S.F., MIN, OPENING HEIGHT OF 24", 4 MIN, 0 ^II OPENING WIDTH OF ZO WITH PE D N MAX. SILL HGT. AT 44 AFF. -SILL HGTS. LISTED W/ WINDOW 51ZE ON PLANS, THIS STATEMENT CAN BE CONFIRMED IW/ WINDOW MFR SPECS. SUBMITTED BY CONTRACTOR, COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. AIL ENTRY AREA CALCULATIONS LIVING .......................1504 SF GARAGE....................38(o SF ENTRY ..........................35 5F TOTAL AREA.............1925 _ h (UNDER ROOF GR05 5 4 7 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 RLULU DWQ d. W ~ U) QIf W 0 0 ao �a QLL U� Z Q0 O O VJ 7 LL U O < W Tn 0 `v n IL A QCDL O M M r � U Sheet No: A3 Of: EIGHT _o 3_ 12 2 - To�of Plate 61 — - — -- — — — — Topof_Plate_Top of Plate _ — — — Bottom of Dormer, AI lia o � To�of Subfloor ®®®®® DUE _ — Top of Subfloor FRONT ELEVATION 1/4" - 1'-0" Top of Plate - Top of Subfloor _ B Top of Subfloor REAR ELEVATION 1/4" - 1'-0" Top of Plate 0 — To�of Subfloor RIGHT 51DE ELEVATION 1/4" - 1'-0" Irrrr�rr�rrlrr;rrrrrrrrrrrrrrrrrrrri�rrrrrrrrrrrr�_ ...11ll�rllll■rlllllllllr�rllllllllli�r�r�r�r�r�r�rl�r Irrrrrrlrrrr>rrrr>rrlr■■rrrrrrrrrr ��r�r�r�rl.rl.��r�II�Y� rrrlllllf♦rrrrrlfrrrrlllll�rrrrrr------- .�.......... rrr�rrrrr>rrr)rrrrrrrrrrrrrrrrrrrrllrrrrrrrrrrr�rrrrllrrrrrr� ��rrrrrrrrr - - - ■■■ ■■■ 'Mme ■■■ ■■■■; MEN ■■■ ■■■■, e LEFT 510E E! ^YATION 1/4" = 1'-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. EXTERIOR 1 ` ATI N LEGEND 1/2, T_s=xT RE'.1 FINISH ovER cHu wA L -1/6' TEXTURED FINISH OVER GALVANIZED F°APER.5ACF:ED METAL LATH ON 15* FELT OVER 1/2' GOX t�LYUffD olPEid �FE-EP IN rR=4� TR,i55 > D EN7Y FACE ARCFftTEGTURAL "SHIN aLE5 OVER V FELT ON 3 1/2' COX €'t r4iGv f7 (OR 1/16' 0.555.4 AF'F LIED To F RE-Et,*INE= a WOOD TRIS156E5 n 24' O.C. DECORATIVE RA15ED TEXTURED TRIM PER CUSTOMER A/C, G47'TF'RES5G CRICKET A.5 FREQUIRED T OFF RJDGE VENT5 15LOCK A3 REMIRED }. F'"fETAl.. LATH Ai ILICATIOt'MMi*T14005 °t �A! L Cal MY kU/ ATN CI 743- 5"HtSfOR{CAL STANDARD: 45TM, 10,rp3w08 STANL>A P 5FIECIFICATION " INSTALLATION OF E ATHIW-1 ANP' F WN3 TO RECEIVE INTERIOR AND EXTERIOR F'OR LAMP Ck7`IENT-5ASEia PLASTER, 2. ALL LATH AND LATH ATTACHMENTS 84-IALL'E4E ar- C_Q--4 51ON-RE515TAi°iT MATERIALS, EXPANDED METAL OR tf OVEV N WIC LATH SHALL 5E ATTACHE`) WITH 1=1/2' INCH-LOWA (38 n;ni ), It GA.C;, NAILS HAYING A 71/16 ' INQ�H (11.1 map) :,EAD, GR l/S INCH -Lott (22.2 rrin), 15 (aACsE STAPLES, SPACEP AT NO Mf THM j INCI-E5 (1-52 on), OR As OTT-IEF;WI5E AF?ROVEA. 3. TEXTUf p Ftma44 AFF'LIGATION METH6154 SHALL CC1711 LT',W! A5TI-1" VUr.-0(.;''5TANDAR0 SIFECINCATION FOR'APPLIC TICK OF . PORTLANP CEMENT-15ASED TF-LASTER. C � T'": EXTERIOR LLS SidALL PROVIDE THE IBUIE_Dft4 WITH A`WEATHER- 515TANTWASHALL UALL EN'.`ELO�,. INCLUPM MOISTURE 5ARFJI E 4 FLASt-Ili-i FER F}3G R" 03. ULTIMATE D a(GN WIND, hlA� �10tM 4—'-. UP TO 20 5F. `: QA +35l3 ,. UP TO 50 SF- ' Ur"'- TO 1� SF, Q �;316 / -343 +31.6 ! -315Z . 0 Nu 4C&4 '� J �I �t 75tJ�6 TO 5E U5ED F-r-✓R WIN10OWS WITHIN 4` OF CORNER, U5E Za4f= '4' FOR ALL OTHER5. 5-/F ¢/19 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 w ~ � N U) zCY) w Q Q �_ O Q NO L.!_ LL W v d J z0 W U) Z O Q U) ti 0 ti N ■ V � > M i L M _G r L- ME M a o 0 o M -Q M r � to v Sheet No: 4 t Of: EIGHT 8" PRECAST s& PRESTRi:SSED U-LINTELS LENGTH Ttr GRAVITY 8F8-0B 8F32-OD 8F8-111 8F12-1 OF16 OB BFa'O-0B BF24-0B SF28-03 8F32-03 8F16-1B Hr24-iB 8F24-IB 8F28-111 OF32-1B3i664473 C34') PRECAS `6039 7526 9004 10472 119362'-10' 11936 3166 4473 6039. 7526 9004 1O412 3'-6' (42') PRECAST 3138 3377 ,4689 6001 7315 9947 f1936 1193 3166 4473 6U39 7526 9004 10472 047 4°-0' (48') PRECAST 2029 2325 2496 3467 443$ 54k0 6384 7358 1I936 2646' 4473 6039 7526 9004 10472 4'-6' {54') PRECAST 1651 1787', 2657 3403 4149 9644 68 9668 2174 TO-TO 4427 ba39 7526 9004 047TS 10472 5'-4' C64') PRECAST 1184 1223 k3U1 105 2317 2826 3336 3846 7450 16,5 2889 5057 6096 540Q 6424 5'-10' {70') PRECAST 972 1000 1'4 2384 2721 3122 6122 1459 I2464 4144 4144 5458 45 4437 5280 6°-6' {78') PRECAST 937 •1255 2101 `3263 2746 3358 3971 4585 6890 1255 2lO1 3396 5260 7I34 Q995 7'-6' S'30') PRECAST 767 1029 1675 2385 1994 2439 2886 5047 5047 1029 1675 2610 3839 5596 6613 9'-4' C112`) PRECAST T/3 632 1049 1469 `12lQ 1482 3754 2027 3127 768 I212 1618 2544 3469 4030 _8 10'-6i` {1261) PRECAST 456 8U2 1514 -9i5 1122 3 2404 < 2404 658 658 I025 k514 2081 2774 130T2 313R 11'-4' {136') PRECAST 445 598 935 1$65 2355 1793' 2075 14044 598 935 1365 f$54 154 2441 3155 I2'--0' (344') PRECAST 414 545 864 1254 1689 2074 1570 555 864 IF54 .1693 2211 2832 13'-4` Q60') PRECAST 062 4`r_'7 726 1028 '-k4331 1635 r1418 48S749 I076 1438 1855 34 23431 338 648 939 1190 1462 1087{168.)PRECAST' A700 lOQ3 1335 1I14 2153 {176') -PRESTRESSED N.R. NR NR NR Tj NR NR 3A6555 465 765 137, 2 445 26I0 3185 15'-4' {184') PRESTRESSED N,R,_ NR . N2 NR NR NR 3410 420 695 1250 85 1$55 2370 2$9Q 1T-4' {20R') PRESTRESSEDRR.NR NR NR `NR, NR =, NR NR 2604 310 530 950 € 1400 1800 2200 19'-4- C232') PRESTRESSED N.R, NR NR F-- NR NR NR NP, 2030 240 400 1^756 1090 14QO 1720 _ 21'-4' (256') PRESTRESSED) N.R.. NR NR NR NR NR NR NR NR 1$3 83U 61O 940 134U 1780 22'-0' (264') PRESTRESSED I.R.r NR NR NR - ,-, NR NR NR NR 160 300 570_ _ 87U 1250 1660-(1970 24'-0' (2881) PRESTRESSED N,R, NR NR Ile T-NR NR NR 130 240 470 720 1Q30 1350 8 PRECAST & PRESTRESSED U-LINTELS UPLIFT_ LATERAL TYPE LENGT 8F8-IT 8F12-1T 8F36-1T 8F20-IT BF2471T BF28-IT BF32-IT SUB $F$ BFB-2T 8F12-2T V16-2T 8F20-2T BF24,-2T 8F28-2 8F32-2T 2'-10' <34°) PRECAST 2727 2878 41UI 5332 6569 7811 9055 2021 2021 2727 2784 3981 190 6407 7630 8657 3'-6": (42') PRECAST 2165 2289 3260 4237 5229 6204 7192 1257 1257 2215 3165 4125 5091 6061 7036 4'-p' (4$') PRECAST N878 I989 2832 3680 4532 5387 6245 938 938 1925 2750 3583 1 4422 5264 -6110 4'--4' (54') PRECAST 1660 1762, 2507 9257 40i0 4767 5525 727 T27 1660 I705' 2435 3171 39_3 465E .5406 5'-4' (64`) PRECAST 23931r 7484 2130 2741 3375 4010 4648 505 505 1393 1437 :2050P441 3293 3920 4549 5'-10' (70') PRECAST 1272n ,1357 1930 3084 3665 4247 418 418 1272 1315 1B75 3010 _3583 '4157 6'-6' C7$') PRECAST 1141A 1200 I733 2769 3290707 i387 1141 1182 1684 2703 3216 3/327'-6' <90`) PRECAST 9a9:x >912 1475 2354 2797 3240 591 657 990: H1029. 1466 2351 2797 3245980 9'-4` CIE-) PRECAST 1560 1852 2144- 4S4 " Ea30 801- " 755 1192 :1550 l910" 2271 2634 10'-fi° C126'). PRECAST 7104E 498 793 '1027 1261 1496 1731 396 493 716 611 1039 '.1389 1711 2034 ?358 (136') PRECAST ;, 666)K 439 696 77899 i104 1309 1 1515 363 556 666 535 905 1295 1595 1396 2198 12'-0' C144') `PRECAST 607# 400 631 816 1514 1186 1372 340 494 631 486 818 1209 I514 1799' 2086 I3'-4' C160°) PRECAST SQO 340 532 -"100 £36 302 398 573 409 682 .1004 1367 7-5 1637 5-9- I397 14'-0' (1691) PRECAST 458x 316 493 '635 , 778 922 '1065 ` 286 ' 360 548 378 ` 629 922 . 1254 1567 1816 14'-8' C176') PRESTRESSED 243 295 459, 591 724 857 ,`990 N.R, 357 2.1.3 352 582 852 1156 1491 f742 15'-4' (184') PRESTRESSED 228 P_ 8 :T 0 553` 677 801 '925 N.R.' 327 22a 329: 542 791 1072 158_1 , 676 171-4" (20$9) PRESTRESSED 188 - 236 361 '' 464 .567 670 , `i /74 N.R. '255 298 .276 449 649 , 874 1121 k389 19'-4- C232')'PRESTRESSED '165 207, 333 401- 490 578 667 N.R. 204 165 239 383 a:550 736 940 `1160 21'-4' (256,') PRESTRESSED 145 "106 278 356 A33 512 i590 N 172 142 212s 336 `477, 1635 807. J993NR 22170' (264') PRESTRESS 140' 180 268 343 4I8 493 568 N.R. 161, 137 2Q5 322,1 7 ,607 771 :<947 24' q` C28$') PRESTRESSE 127 165 . 244 -;`312-, ' 380 447; f1515 N,R - ' 135 124 f 186 r 290 , 408;:538 680 s 833 xREDUCE"VALUE BY e5'/. FOR GRADE '40 FIELD REBAR 8" PRECAST W12";,RECESS DOOR U-! JNTELS. GRAVITY TYRE': LEND 8RU6 BRF6-OA BRF6-1B ORF10-01 eRF1O-1B 5RF14-OB BRFt4-1B BRF18-03 8RF18-1B BRF22-0B 9RF22-1H BRF26-09 BRF30-OB 8RF26-!B OFF30-13 , 4'-�4' C52') PRECAST 1489 1591 3053 2982 3554 4929 5904 6880 1827 3412 4982:: 6472 7947 9416. '10878 4'-6' {S4') PRECAST 1357 1449 2782 . 2714` 3600 4487 5375 6264 1702 3412 J4982.- 6472 7947 9416 10878 5'-8` (68') PRECAST 765 832 1602 1550 2058 2566 1175 3SH5 1553 2162 4074 6472 6516 5814 6839 5'-10' <70°) PRECAST 735 779 1500 L449 1924 2400 2876 3352 1103 2051 ; 3811 6472 6516. 5450 :6411 6'-8' ($0`). PRECAST' I?22 907 1677 2933i. 2575 3223 38724522 - 907 1677 P-93-3 4100 6730 - 8177 6707 7'-6` C90'> PRECAST o6$ 761 1377 1958 2451 2944 3439 8 764 1377. V107 3609 5492 bb245132 9'-$' {116') PRECAST - 371 420 034 1071 1242 1614. 18H6 535 928 : 2179 2518. 3595... 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL f TYPE" LEiJr G -, BBB „T BRF6 2 skrlB-1 10z - .. 1 BRFIa 1 e 1B RFl -2 - RF.2 1 RF26,1 RFC - 26- R` J� F30-1T RF30-2T 8RU6 8RF6 , " , S 4 r4 C52 ): PRECAST Fe44' 1573 2413 :.3260 - ' 4112 4967 c.5825 932 932 1244. 1519 2339 :-3170 4008 4850 - 5696 4'-6' C54h PRECAST 1192'' 1507 2311 r3121 3937 4756`:`:5577 $53 _ 833 1132 i 1 455 a 2_40 303 6 3837 4643<.5453 >' -$ {66 ) PRECAST 924x: 1172 1795 :.2423 -- 3050 3689. 4325 541- 501 ,424', :1132 1741' ,E357 2978 3503. r4230 5�-t0` (70') PRECAST 8Y6 � 1138 1742 - o, 23 2. 2 96S 358 1. 4198 6 4 � '469 gb 1099 1690 $2Ht4 2891 3497 ' 9106 6'-$' C80') PRECAST 77H 882 1513 '2042 2573 3107 '3642 f330, ".1100 776 95b 146a ,19817, 2509 3035 - '3063 7'-6' (90) PRECAST 608 69 7 1320 78l0, 2_8 0 73' 2 S 322 710 " 941 f 88 849 1302 1762 2�25 2690 ; 3157 S 9 8 {1I6) PRECAST 533#: 433 808 7 ll23 ° U13 1704 :: 1995 rt6 (:14 533` - 027 1009 ,__ 1309;'1728 2088`' 2450 EL C -0" A,F,F, BEARING I. r1..%i*1TRACT{7R TO VERIFY LOC.ATION6 OF E�EARIWS WALLS 4 ENEAR.IW r OINT6 W/ TR16,5 MANUFACTURIEER FRIOR TO CONSTRUCTION. 2, CONTRACTOR TO VERIFY ALL TRI165E5 ORr,' ERIN�x. 3. TFN5S CONf-ANY TO F OVIDE INDi1,eIDU,4L' TRU56 EW41NEERINCa- 4. CONTRACTOR TO PROVIDE FLASF{(W_z d WALL 4 RO< tF JOINTS' ir' ER FE= W3.2 4 01)nr_ AI A&I 115 REBAR AT TOP MK Cl) REQ'D A TYPE DESIGNATION "• .FILLED WITH GROUT,U:= UNFILLED< ta �, ,/2' [:LEAK QUANTITY OF,45 REAR AT BOTTOM OF NTF_ rA IT U 2 �a,_ ; .°., � <.:� r-• �...,. C.M,U,,:-.: '{ s* A i < ff DTk, , L in z 1 :©a #5 REBAR R AT. B QTT U M NO DsNA_ _FIGr YQMtNiL rI UANTIIY CF #5 J _ ❑E _INTEL C A I f „ s e ecruA DU I I JIM REINFORCING PROVIDED: IN LINTEL AREDUCE VALUE BY 15';FOR GRADE 40 FIELD-REBAR Y 8' NOMINAL WIDTH COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without pi copyright laws. J LINTEL. 5PAN CHART LINTEL NO, SPAN TYPE LENGTH L01 41-0 SF16-05/IT 51-411 L02 61-411 81RF14-15/1T 11(11 0 L03 161-011 SF20-113/1T 111-411 L04 31-211 8F16-05/1T 41-011 - --- -- - -- TOP OF BLOCK HEIGHT6 C� ` LATBl.�`3t -AFF EA , P ITdL �iTr aP/, �'2 fiat 21P 1 6" O �nF'�GS f2 ttt3 J � F ESa ir, v-=iT63 = 3_43 TO BA-1 v;•. 1:_A,.-i~ OR 410E,' Ea'4fis ;s 3.4.1 TO L3T Sf-. f1-litiJ -r7VENTS (N..ET AREA 3` €`kiN- AW EA"- G i %ICEJ x 4 vSNT(6) (aEI-F J!�L,U.I l T, n a1'4 LfE TH A'A t T " car, € �laa, # wCsf' CUT GUT 5I g 74� 65' fi x 3° ^?t�2?' 2-ate `�4` x 3' f4 ,a ?rR2 82 'rt,.T = I�f) � bP1, i"Fsf7Y`C7 8'-0' TOP OF BLOCK (NORMAL) ® III-4" TOP OF BLOCK/FRAME I t BLE NOTES 1 allicb k�ab*_d on m.nlmtm 4t f'c Precast (Intel* ° 30fil�v Pol. Exception. eal'a to da`for unfi16 meat oe reduced::2. f`c:prsstr0040d ihltol4,Y, 6!.' i. 26% if bsartr ! th 1D leeb`tt an 6-1/I', ExJ ,g Safe loads for all rescccsbbad Itflteri[4,bas�1 on 21 nominal 3 f'c rout • : rO pot w/ naxiom 378' dearegdta. unit*'CCi'A!) per A31M C� w! nntraal ebblYm gtr h 4. Ce�rsuestzr ma0orry p rust. _ ./�{� � t'�zJ.Ipa., baarl ,..•- ,, : pee 3. Pami r pr,7Y€deaci in precast ifrlt�i ASTi 1 A!p GR69 i } 6ci reiaar;p c0.£�1i t ab25 GF rsY 16 de 2'1 low rs1AA4ti 6, ®trend A.3TM A4 a � cr 2. P4.i2. •Not 9�atwi. , , d `f t ar' total i sew all�.aabic:loA on trrs 3. Safe loads tresob _ ;.' .. 7 wind AS lPi. °i/32 w r TM b s �?. ii ffi 4fiC 4 , ` _ ' 8 Mortar ,A°r7M C2'1 tUza M or S. '.4? 4. 6Afa� loads baud on jar ads 40 or tirade 60 nalct re l:24rr n b � tried 5. dl t 1, lr load .act _ be Ad t ana lal�'a cA a>oird -; . , , tires d t outdk addional rain or d mabcrx 9 r b$d L l�avicis full mortar home artid otrtto. t . t lintel aliPY4 EI't3 Sv^a oi ' 2 4 a r rerci Sitia ftllcd Intel a � f' ro f 6- P mA tl 4 ftut�c{ f iwa �✓ r a 1t C%t'R9 •`i r a b wsk7 i aT � -. 9 r; I i with the ,� cr1 tectira 3•, lnotallation.af Itnee+! mu�t;comply I or arsc.ura( dr w' S lintsla tmlc ; .: ; t i gib rea ma fa with 5-i/1' ' rests Yr�a at Ella cx o to 3ecaa ii ,data vacticA It r 1 ac' and e° "t 4. trt a . , cture d .arr,� I cs a of o' ted I adb from 1 mA evai tes .c�rtka o trsa "1< ir>� -� ua cal° r 8 , 1 'r safe3, joad.:.ta ?Iao aatculatl. ,t riaRiir .m re 0i 4 ?� rg n9 o room and e}tadr at d awe ir�m try Faces ar art,' 9 , lest ea lac - trt ie .96t al' Y^Xt � f t .Alt I _ tm m axee�m�d 1-l36?! tar, :. - - ,. '. � h l , :.` i iintato t [ 4 aria I.ng'r with a roq,Ycat nes t of & mat or wcc t LAW, _ c, e , 4a,' f1e� addast F' ar bat Sxatsd,at'ths� " of trrs Ifr>+.esf ..at�t t om Id So tom.... ea i a t o A tied not D. sr• to itnt 1 rva rot bl'IG'ln u� f from -� i 1 i r r e .true t:o+.an tam a r raI arukrxa s. "1 '1f92 tar wire 4 t 4 k } rtsxt IOWWhai 9 6. Ca `i - i sic ma" oYtdexl 1 Itrf I to in Itau 4f oQ4r 0is steam[` !nit9- a, In p Ac a concr a pr n cGmpo3 fn. ,1 3 5 I 9. All safe loads In unt�;of o,.ies , line, la. . ODG, i atf a oa on `a icr.al dsstr anal la � 315 And ACI 5a30 `-.9. ifs aadr ,r�.,. -ar i.. �y° r�;.�, .. or written consent frorri Inc:; is'"a violation of .... Federal Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 LU i` D CV Z Co LLI LU Z. Q o Z W ') Qr 00 a_ (0 C]r LL OW Qp oz U� J o QLL U) Z 0 Q U) 0 M ■ r °L M O r IL A a- Q � L 4) N oM M M r � W U M ME. t_ i � � ft_ t• t• t• twti � mm m m Sheet No: A 5 Of: EIGHT 'eLIPG WALL } AMP > MAIN i' dE 'A` PER AL aT0 t�i31 E F* -L 1 , a4 AL t: ?f TOR TO FRS T5 FOR IW 'OR TO FIE! rr-iEIR 6MITG YIPa, ELF-G; °2IOAL FOR wSXAFEATURE 4 �:; . rcNT,5 PER, VT R ' }vipl„ Ek TRICA�I 3ATI 4 '" 3Y3i 1S., ' YERIf-Y FI � OD, d 1'=ArH- S" R CUOTC ELECTRICAL PLAN 1/4" - P-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe 4 can light 61nch 19 O chandelier 1 fluorescent light 2 x 4 3 exterior light 1 wall mount savoy 1 T cable tv outlet 4 ry ceiling receptacle duplex 1 chime 1 doorbell pushbutton 1 Q fan 50 CFM 2 50 CFM outlet 35 �r QrLL� outlet 220v 2 outlet gfi 4 smoke detector 5 split receptacle 3 y{ switch 5 switch 3 way 2 3 switch double 2 switch quad 1 switch triple 5 $$$ vanity bar light 2 O O=DO.DO O ANC 0,0 O 0 c�2 o o D G ANC oDG Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 T— LLJ ~ � N 2 Z M Q QD Qo 00 U JJ L Q LL QLU p wZ Q z0 < I Z oQ V) Iti M r'■ � w .�- �L M Q CD '�■ r- 111 n M^ o M � M r � N to U Sheet No: Of: EIGHT L Q) _0 0 A) Q) L Q) '7L V Q) L Q) L 4E+-. 1: l 7O L Q) Q) z V/ Q) L 0 L Q) (4- Q) I�_ GI G2Gf 35' SIDE 2' 2 2' 2' 2' 2' 83 2' 2' 2' 2' 2' 1o"S 2' 2' 2' 62 2' 2' 2' 2' 2' S 1 (Y 2' 2' p Q 21 2' G3 I 2' 52 GE 2' 2' 51GE 18'8 35' 12' 815 A1GE COPYRIGHT 2018 By ODG Inc, Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE C 5 6-3/16" {-{EEL BRG.I Q 3.68 16" 12 PLUMB CUT TOPICAL TRUSS END ALL BEAMS SY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU526 OR HGU826-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF - S'-O" HEIGHT NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA I-IV95 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY, WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING 15 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING < BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (SCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION, WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. TRU��E5/mac( //\\N�,45 �� "ACCU-SPAN TRUSS C(" . 401-321-1440 / 3a6-872-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER PNT PROPERTIES JOB NAME 1" IELLONV ILLE u-2 LOT/5LK/51JBDI V 402 SAN CARLOS SCALE DATE DRAWN BY JOB NUMBER 4-10-la MIKE T. 120115 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 w ~ z Z cY) Z 0 a— <0 v / ry (� OO z rY LL Qo z� O LL V)''< VJ M ■ C1) IL.1 O L /� LL 1 M (L Q LO L O M M M t— 6 ch U r'o � � T E MM I She7EIGHT Of: GENERAL CONSTRUCTION CRITERIA 1 REINFORCING STEEL I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615,A 161, A 611, OR A 106. II FOOTINGS AND FOUNDATION: I. FOOTINGS SHALL BE LEVEL OR STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MIN. OF 8 INCHES BELOW FINISHED GRADE LINE. 2, THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR. IN BOTH GASES THE MINIMUM BAR LAP SHALL BE 25 INCHES. 3. A 501L OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD. 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATIONS. 5. FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE. 6. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD eO DEGREE HOOK AND SHALL BE EMBEDDED 5 INCHES INTO 8 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1. IF 57EMWALL EXCEEDS 32", FILL ALL DELLS WITH GROUT AND APPLY (U •5 VERTICAL a 4' O.O. MAX. 8. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY (U "5 VERTICAL 6 4' O.G. MAX AND (1) "5 HORIZONTAL 6 24" O.G. IN U-BLOCK III CONCRETE: I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AGI 301 AND $HALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.5.1. UNLE55 NOTED OTHERWISE, 2, USE 4" 2500 P.S.1. CONC. SLAB w/ 6x6 " 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FIBERMESH CONC. OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL. IV MASONRY: I. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH ASTM C 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 2. MORTAR SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 210. 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. V CLEANOUT OPENINGS: I. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 2, WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED, 3. CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. VI GROUTING I. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/5 INCH PLACED AT AN 8" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 416. 2. MASONRY PROTRUSIONS EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET, 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: I. ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD ERG. WALLS. 2, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6" IN CONCRETE WITH 2" MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILERS ETC„ SHALL BE INSTALLED WITH PLATE WASHERS 2"x2"A/8", OR 2" DIA, xI/8" THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" BOLTS. 3- INSTALL ANCHOR BOLTS A MINIMUM OF 21" O.G. , AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH 511DE OF PLATE SPLICES. 4. ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8"x 6" RED HEADS VIII FRAMING I. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION, 2, ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED, 3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 4, PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. 5, WHEN A GABLE ENDWALL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT SUPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL BE SPACED AT Oft. MAXIMUM ON CENTER, BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUSS TOP CHORDS, IX ROOF TRUSSES: I. TRUSS SPACING 24" O.C. UNLESS NOTED OTHERWISE. 2, REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB-91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 31FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED, 5, IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY. 6, ALL TRUSSES SHOULD BE ERECTED PLUMB. 1. DO NOT CUT OR DRILL TRUSSES, 8. TRU58 MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS Ir." O.G. 9. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN 5PECIFICATION5 FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REGISTERED ENGINEER. 10, AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING, 11. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. 12. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES, 13, CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING X FLOOR SHEATHING: I. FLOOR SHEATHING SHALL BE 3/4 INCHES T4G OR EXPOSURE 1, C-D SHEATHING GRADE PLYWOOD, OR BETTER 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS, 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. 4. FLOOR SHEATHING NAILING USE 86 NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8" O.G. IN THE FIELD (GLUE t NAIL). 5, FOR NAIL GUN USE REPLACE 8d NAILS WITH SENGO 2-1/4" X .131 t •PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED a 4" O.G. EDGES t a 6" O.G. FIELD, XI WALL SHEATHING: I. WALL SHEATHING SHALL BE 15/32" EXPOSURE I, C-D SHEATHING GRADE PLYWOOD, WOOD, V2" 2-M-W OR 2-M-3 05B, OR BETTER. 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2" PANEL LENGTH IN ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS, 4. WALL SHEATHING NAILING USE ad CORROSION RESISTANT NAILS AT 4 INCHES O.G. AT ALL EDGE CONDITIONS AND 12 INCHES O.C. IN THE FIELD. 5, FOR NAIL GUN USE REPLACE 5d NAILS WITH SENCO 2-1/4" X .1314 PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS. NAILED 6 4" O.C. EDGES t e 6" O.C. FIELD, 6. GYPSUM (FIELD) USE 5d COOLER OR GW554 NAILS m IO.O.C. (EDGE) USE 5d COOLER OR G1WB54 NAILS m 1" O.C. XII ROOF SHEATHING: I. ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C-D SHEATHING GRADE PLYWOOD, 1/2" 2-M-W OR 2-M-3 055, OR BETTER. 2, INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. ROOF NAIL PATTERN: GA3L- ,'N, (U ZONE I - USE 8d RING SHANK NAILS WITH ' A .113" SHANK DIA., 1'o TO 20 RINGS PER INCH, MIN, 0.28" PJLL HEAD 4 MIN. 2" IN LENGTH - 6" O.O. PERIMETER t 12" O.C. IN FIELD (2) ZONE 2 - USE 8d RING SHANK NAILS WITH A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.25" FULL HEAD t MIN. 2" IN LENGTH 6 4" O.C. PERIMETER t 6" O.C. IN FIELD (3) ZONE 3 -USE 8d RING SHANK NAILS WITH A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.28" FULL HEAD t MIN. 2" IN LENGTH 6 4" O.G. PERIMETER t 6" O.G. IN FI==� 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH 5ENC0 2-1/4" X .131 t PASELODE 2-1/41, X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 86 COMMON NAILS, NAILED m 4" O.G. EDGES t ® 6" O.C. FIELD. XIII DOORS 4 WINDOWS 1. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. 2, ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. XIV GENERAL CONSTRUCTION NOTES: I. THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN BASED ON 1500 eq. Ft, DE51GN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5. STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6, ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED' 5TRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOOR5, ETC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. MINIMUM R-19 115" TEXTURED FINISH INSULATION I5" FELT INTERIOR GYP. ERD. W/ PERMEABLE BOND BREAK OR SEMI- PERMEABLE FINISH SEE LATH W/ PAPER BACKING ELEV, MEMBRANE BRIDGE71 FLASHING SEE FLASHING / CONTROL JOINT ELEV. •. WOOD FURRING STRIP (IX4 OR IX2) 5/8" TEXTURE FINISH OVER CMU BLOCK INTERIOR GYP. BIRD, W/ PERMEABLE OR SEMI- PERMEABLE FINISH CONC. BLOCK WALL • r , PERMEABLE OR SEMI PERMEABLE INSULATION MASONARY DRAINAGE ASSEMIBLY SCALE: 3/4" I'-0" 1 -5 VERT BAR IN POURED CELL IF SHOW ON FLOOR PLAN rre.asrwme.�/ 11111111:�111111111111� �Z�1 •- •••- 111111111�111111111111 -+� FINISH PER ELEVATION PROVIDE 1/2" ANCHOR BOLTS OR 5/3" x 1" SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS - 24" O.G. (MIN. 3) - FINISH PER ELEVATION GARAGE DOOR tTRACK -M=Lz - -5 == I11111111�111111111111� ,� :,- - r I" x P.T. WINDOW BUCK W/ x 2 \ 1 •5 VERT BAR IN TAPCONS m 10" O.C. POURED CELL IF SHOWN OR 0.091" x 1.15" T-NAILS o 6" O.C. ON FLOOR PLAN -1 FINISH PER ELEVATION GROUTED CELL - - -C.- I1111111111�111111111111�■ NOTE: ALL LAPS MIN. 25" DOWEL LAPPED W/ WALL REINFORCEMENT `- "5 CORNER BAR CORNER CONTINUITY OF POND BEAM 4 WALL REINFORCEMENT N.T.S. N.T.S. N.T.S. WOOD STOOL WINDOW AS PER ELEVATION GONG. SILL N.T.S. NOTE: GL-AN DEBRIS BEFC ANY SEALAN LIQUID APPLI MEMBRANE° LIQUID APPLI MEMBRANE CONTINUOUS FLASHING. FU WOOD 5UBST ADJACENT B. PRE -CAST 811 TYF', CMU FLASHING DETAIL NTS MINIMUM WALL i HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (FT.) 3 6' 9' 12' 15' 18' NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 1 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12 IN. 2 2 3 3 3 3 IO' OR LESS 16 IN. 2 2 3 3 3 3 24 IN. I 2 2 2 2 2 )2 IN. 2 2 3 4 5 5 GREATER THAN Id 16 IN, 2 2 3 3 4 4 241N. 1 2 2 2 3 3 • THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR. LIMITING HEIGHTS OF STUDS SIZE 02 GRADE O.C. SPACING BLOCKING " OF ROWS MAX. HT, 2X4 SPRUCE PINE FIR 16" NONE 2X4 SPRUCE P INE FIR 16" ONE 2X4 SPRUCE P INE FIR 16" TWO 12'-0" 2X6 SPRUCE P INE FIR 16" ONE 12'-0" 2X6 SPRUCE P INE FIR I6" TWO 14'-0" 2X6 SPRUCE P INE FIR 12" THREE 2X8 SPRUCE P INE FIR 16" THREE 2X8 SPRUCE P INE FIR 12" THREE 20'-O" 8" M T. REINF. ROUTED L CLEANOUT REQ'D FOR �iROUT LIFT 5ft. UNLESS FOOTING DWL. IS NOT REQ'D. 25" MIN OVER LAP ABOVE SLAB EMBEDMENT PER R606.9.4 STANDARD FOOTING HOOK REINFORCING W/ 3" MIN, COVER ELEVATION 15) GROUTED CELL N.T.S. -1III '_■III-_. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. A \FLASHING SEQUENCE B Gelydoe o-e:a C G SEQUENCE YA_: ai pen •ri�� a, raa.,lr» )HIND SEQUENCE Flex j onweral cuts F!aentn ether Reala!ent barrier openrng Inetalle ulndo / Feather eeletan�e beat., Flex Flaohln ilex Flaehing opuo :al / Motel pan es equlred � FLASHING SEQUENCE j Flex �aeaal Jre Flaehlr on . her uR�Be:etMt rner ae'etanea mar ter Flax Flaehtng a egwred �)L,45HING SEQUENCE 12 on -the Ree(e'.en! oartler th �er, negecr eth "..latent a ler elotance barrier Flex Flaehing Flex Flaehlrg onegth.ath cuts aner Ree:e! nt barrier >:atance oerrlar Flax Fleehlrg flex Flaehing on top eeletanca barrer ehirg ehlcg F FLASHING SEQUENCE 1/4' • r4' NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). reemtance bB r 2. INSTALL FLASHING IN ORDER A$ SHOWN BY NUMBERS. Ire, exterdtrg 3. INSTALL FLASHING t WEATHER RESISTIVE te. 2" _"'1 I g BARRIER TO FORM WATER SHEDDING LAPS. nded. required vd m req'd al"`to" V l/8" (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKED :hing beycna METAL LATH WEATHER -RESISTIVE BARRIER(S). INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) SEALANT METAL FLASHING (UNDER SILL WHERE APPLICABLE) TYP, WOOD FRAMED WINDOW FLASHING W1 TEXT. FINISH N j4*A./4 r Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R.COLD AR 0010041 r W N w Z O J Q 0 ( v ) li z0 00 zQ Qo U w z0 LL. c ''<^ vJ N r'■ v 1 M O r a � o 1 Q L M M U% M V Sheet No: AS Of: EIGHT C NEW ONE STORY CMU 51NGLE FAMILY RESIDENCE, OCCUPANCY: IIR311 CONSTRUCTION TYPE: II\/ 511 pE81CzN CODES: \ - FLORIDA BUILDING CODE 51X7H EDITION (2011) - FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION (2 Il) - FLORIDA PLUMBING CODE SIXTH EDITION (2011) - FLORIDA MECHANICAL CODE 51X7H EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL LIVE LOADS: CHAPTER 16, F.15.C. 2011: PER F.S.C. 2011, CHAPTER 16 FLOORS 40 PSF BASIC WIND SPEED 1313 BALCONIES 40 PSF (3 SECOND GUST) DECKS 40 P5F STAIRS 40 PSF_ WIND IMPORTANCE FACTOR I ROOFS 20 Par BUILDING CATEGORY 2 SLEEPING ROOMS 30 PSF HABITABLE ATTICS W/ FIXED STAIRS 30 P51F WIND EXPOSURE B ATTIC W/O STORAGE 10 PSF INTERNAL PRESSURE COEEF. .018 ATTIC W/ LMITED STORAGE I GUARDRAILS AND HAND RAILS 20 PSF 200 P5F COMPONEENTS 4 CLADDING -30,5 PSF GUARDRAILS AND HAND IN -FILL COMPONENTS 200 PSF ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 404 5AN CARLO5 AVE W SR 46 W IST ST CR 415 CELERY AVE FL 411 m � (P < n m x 0 W 25TH ST E 25TH ST W SR 46 m a PNT RO 'RTI S * Igo 5 88deg, 04V34'I E 109,98' (M) 104.1 104.4 5 88deg, 00' 00" E I10.00' (P) 103.9 I p AIN D AIN •-------------------------- Y-6" SIDE SETBACK ------------ - 'X 104.9 X 104.4 z ' ' Q o i ' LOT18U I PROP05E0 35'-0" W, X 55'-0" D, � 105,0 104,6 I -4 104,9 X. x ONE STORY CMU o 0 Q 51Nr_:;LE FAMILY RE511)ENCEtu n (EL, -- 105,10) lo 30'-0" l 104,9 X X 104,4 1p4,6•----------------------------,;---------------------------------- K X 104.4 1 6 SIDE SETBACK Q, X 103,9 p AIN X 104,9 - p AIN X 104,4 N 88deg, 00' 00" W 110,34' (M) N 88deg. 00' 00" W 110,00' (P) SITE PLAN I" = 10i-0" LEGAL DE5C IPTION: LOT 18 C 14AQ IRVIEW/ A 5U5DIV OF THE PUBLIC RD5 OF 5 CONCRETE DRIVEWAY , AND WALK Ln co 0 DRAIN 9--to 5YMBOL5 X PROPOSED GRADE F`+SST G,P 5 RECORDED IN PLAT BOOK 4, PAGE 11, ar U a z 0 U U NOTE: V ODG, INC. 4 STEPHEN COLD A55UME5 NO RESPONSIBILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE BUILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACKS, ODG, INC,, # STEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DE51GN AND LOCATION. vim\ e y�v / Lem �� OD 2�cl C \ l.. SIDE ISLOaE Qe�yP 4,,(': < jS1 DC SWALE A LOT GRADING TYPE A ALL DRAINAGE TO STREET SAMPLE COMPUTATION OF GRADING CONTROL LINE A-F FOR A 60' LOT ON AN RESULTS USING 0.5% STREET, WITH. 28' SETBACK,. 20' BUILDING ➢EPTH. AND 2% SWALES 1'/. SUALES A. C q-top o lot-1 tension at high lot corner A-3 P kwny stop., l2 g s and a(k at 1/4 /ft (2%) 3' CO.3') 3' (0. 3'> 0-C Side id sw 1 56'. gr ss at 1/4 /ft. (2'L> • 14' Cl 2') 7' (0. 6') C-D S to turn with LO r di us: 16 grass at 1/4 /ft. 4' (0. 3') 2' <0, 2'> ➢-E Rear swnle 12'. gross at 1/4'/ft. (2%), . . . . 3'..(0. 3') : 1' (0. 1') E-F Protective renr:..slope up. from high -point of. swn tes , 6'.(0. 5') '.6' (0. 5') Sub total A-F from curb -top to ground at rear but]d i mg - 11. .36' (2 5') MI ,nun rise from curb -top to stub floor; 30, +. 8' . . . . 30' (3.21) 27' (2. 31) M /nun rise for woad..floor using 8'-Joists: 30'.+ 19' 49'.(4, 11) 38' 0. 21) DRAWING INDEX Al COVER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUM51NG RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A ROOF PLAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS ODG, INC. 1350 F ARK DRIVE C7456ELBERR`I', FLORIDA 3210-1 321-663-193-1 DF'B.ODC� 1�Y,41-IOO.CO1"1 PROJECT ARCHITECT STEPHEN R, COLD AR 0010041 1341 S. GRANT STREET LONGWOOD, FLORIDA 32150 OFFICE: (321) 22&-4225 FAX: (401) 834-9926 stevecoldemindsprin!@.com RECORD COPY 2"6114,111�11 • • KIRK MC KINNION HKM GENERAL CONTRACTORS / 2464 SOUTH SANFORD AVENUE SANFORD, FLORIDA 32-111 PHONE: 40-1-321-4616 "6PAK 1014 1 Q o° ® ® ti c G ov, Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: 17 SEPT 2018 . lJ' STEPHEN R.COLD AR 0010041 Q¢U) W Z N �UJ0 j M 0�U Q Q U o - CU ` LLI LL- (D U aZW Qo w IL O U) LL ® Q 0 __ C d- U) ti ti ■ 6 � a M o 1�w L LL C; V CL CEO t— M M t � to v Sheet No: ,41 Of: EIGHT —�— COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. 351-0'1 I_ 151.811 v 191-411 21-411 5,41 41-1011 Oa 211 61 / 11 2011 X 16 MONOLITHIC FOUNDATION W/ (2) +5 RIBARS CONT. Y�� c0 1 -411 20 X I6 MONOLITHIC FOUNDATION W/ (2) 15 RISAR5 CONT, _ �;� .. L - --------- ------------------------I•-- �I l� -----------------------------• 11 n r 1 r L _ m 0'-0` (DATUM) -� , 4" TH, 3000 PSI CONCRETE SLAB ON GR> H T 4h E e� W/ X6 10/10 WWF OR FI5ERME5H ON .006 VAPOF _._ 0/ER CLEAN, WELL COMPACTED, TERMITE TREA 5AF ED f RIER LL 1 r. I 1 ' 1 1 1 _ P Q i �E-] I QII ; 1 A.C. CHASE I1 ® 131-04" �? L - V 1 4 �, 4 ' � -x = - - ___9 1 , � 1'4111, 2'-511 2i IIG11 _�� •----- W h TURNED ED E W/ (2) "5 CONT, s 1 1 — O AT GARA E STEP DOWN F s - � 2 / 411 4" B.F.. _ 117 4" TH, 3000 P51 CONCRE E SLAB ON GRADE a ��'T��// ; W/ 6X6 10/10 WWF OR FIBERME514 N .006 VAPOR BARRIER ; OVER CLEAN, WELL COMPACTE , TERMITE TREATED FILL 0 2 \ Q —1 Al — o 1 - tT:_:L SLOPE �� a ----------------- - ---------- --- \? ' I ; 20" X 16" MONOLITHIC s ea° I 5L E a1 FOUNDATION—�� W/ (2) 05 RE5AR5 CONT. u ��ii�s`TTT7i7TT-iTiiTl%i --a1 � ;---�-�y-------- ---_�------------------- 20" X 1611 MONOLITHIC FOUNDATION W/ (2) 05 RIBARS CONT, FOUNDATION FLAN 4" TH, 3000 P51 CONCRETE SLAB ON GRADE W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER 1/411= I'-011 ON CLEAN WELL COMPACTED TERMITE TREATED FILL __-811 TURNED EDGE W/ (U 05 CONT. AT SHOWER RECE60 FOR Doe-li P_- t4. - 2 15 CGitT. It'� ti TEWITE TREATED CLEAN COMPAC' D FILL 1 Fig. @ DOOR-- 2 E STORY t 1 t I t t S DOWELL Ut/ 25' \ -—?--;-y-- EAR LAP 0 5'-W' N O.C4 (MAX.) OR AS PER PLAN fi /✓" 2 Com. f s r c TEi 1°11TE TFEATED CLEAN C<41PACTED FiLL 2 CURB GARAGE 2 _ - 6 NIL_ VAPf-,'R BA iER ADD 'c0eMeR BAR CONC, A.C. PAD CONTRACTOR TO — — — - FIELD VERIFY LOCATION - — — — — 1 411 B.F.F. 4" TH. 3000 P51 CONCRETE SLAB ON GRADE CST W/ 6X6 10/10 WWF ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL i SLOPE SHOWER TO DRAIN FOOTING 'ONE STORY. PLAN -20 X 16 MONOLITHIC FOUNDATION W/ (2) S REBAR5 CONT, NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF 1<3EARINCi WALLS 4 POINTS U)/ TRU55 MANUFACTURER PRIOR TO CONSTRUCTION. 2. IF AN ANCHOR 80LT IS MISSED USE,A 1/2.' x ro' UJEDGE ANCHOR. 3, iF A DOU EL iS MISSED, APPLY Ulf EPDXY (SiMPSON AET) W1 6' MIN. EMBEDMENT, DRILL 3/4'0 HOLES FOR #5 DOU)EL5 DECAY' 4 TERMITE NOTE: MEANS OF TERMITE PROTECTION SHALL' MEET FBC CHAPTER5'105.10 4 105.11 UPON' COMPLETION OF THE APPLICATIONOF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDINCs HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF; SUBTERRANEAN TERMITES. TREATMENT IS iN ACCORDANCE WITH RULES AND LAUDS ESTABLISHED 5Y THE FLORIDA DEPARTMENT OF ACsRICULTURE AND CONSUMER SERVICES. -.T..A_ Cs^r:'CsE Sg' , Fin F f-.p i s GCAM W 3' flKill. COVER TEF4-,ITE TFSA -r_ -6 Mil.- VAFG,a CLEAN Cfi"1P/ YID r^11! SCALE: �VW*77 !!2' DiA :; ' 'J` 1 r8 A' �a a2` OJC. Sit F` 4 3Ft 52` tiG. r PPLICAU.E (o STUPd f ( FLOOR � d y I 3 vAK-ES f 4 I Gt 4T CXI ALL 51PFF, ` eARfZER DOWN SCALE T4•'= I'-(1 - .V T.ir. =K L t TO ee PTIC/SF_U&_R PLUMBING MBING RISER DIAGRAM MT. S. P :err �i��:�£ SLEc 5�lztl.L 2,= 1 1 2 SIZZE, L R THAN PIPE FASOWj Tl-ROKaH- E&EEVE $HAL.L &E 2 5IZE5 LAIR THAN / PIPE PA°a51W. Tit-H 1 '\ y A�'xR-L�3 PI}~i: `'' �. �s v -` r' ... *H:•_"an,P.il4'�� SLEFYz .� r -' i_s t2,L;e - i Barz 1wT 41N x�T 1 �' % � 'rw F_00TEP. mf 35°rlai �L1 rsrEr�LAr (SeE FOUNDATIVK M-AN FOR SFzE) TYPICAL FOOTING DETAIL TI-115 FLU-611,* PLAN 15 K EI1OjF ?i To (rChOATE Tkm F£CZrF�_W5 OF T�-a OLUeR T1-a PE'ra.1L s OF.7r'F_ F- WJ-BEG 5Y5TBM 12�441ALL 5E 0E7 tIT T I 'Y A P M N3 C.Crt PACTOR LICE 6ED s,"CCOFV;-6 To CF R 4b9 OF FLORIDA 5TARZO AND BY T — LPL M11:0fWa PEPARTMFAr. r,,45 OE5kiq 13 ALLCtW 5Y GROPTER 411 FUR F'_Ul'F M 5T5TErt9 RAW*. FELLER THAN 250 FIXnIM CttIT5 !F THE 5Y5TEM 15 TO =.G<,MADATE '?1 OR 1`04ER FSFMCi ®fie,. o ® c'z ® n D v G ,NC'_ ODO Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: 9 STEPHEN R.COLD AR 0010041 U Z0 o W c/ LL O O Z EL OIL d O Z Z Q CD LL Eh N ■ V ; M M ti n L M M r � N N M V rm =1 . .. M Sheet No: A2 Of: EIGHT COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc. ,is a violation of Federal e copyright laws. 4'-II" 10,4' 4" CONC, OR PAVER LANDING 6'-0' x 6,4' 35'-0" 12'-5" w © r a =r I ESCAPE "v DINING ROOM I 2-0BILL HGT. I VAULT © I O ESCAPE 20415" 12'4" 2'-C" SILL HGT, 811 GREAT ROOM all 3 6" VAULT , MASTER , UITE P - - --; zI� VAULT E- SINKS DW I^ - - W/ G.D. cv _ 'RANGE I o� ~ {W/ MICRC BOTTOM OF BEAM AT 10'-0" AFF I ESCAPE KITCHEN PLANT LEDGE I 1 2'-0" BILL HGT.. VAULT, AT 8' 4" AFF 12'4" I all j- - - VAULT M � - ------- REF. 3 - v ---3' 6" CEILING NEIGH? SINK 1' 101�" 9 0 " - --- -b-IQu 8" 5'-0" x 6'-5' 31�" _ `PANTRI 3!�" 5' I' 32" IU.I,C, BATH SPA o 81i - - �J m 10 8° D VENT THRU s 8'-0" C.H.: m o V C, TEMP ABO ULT GLAS E 3'•6" 8" O ESCAPE 2'-0" SILL HGT. ROOF 3�" ® o 4 _ _ r - - q S WE. 1= oJEE#)] BEDROOM 2 HALL 5 3 6 VAULT VAULT TO CEIL. HGH W. AHU= II II L,4UNE)F1Y W.H. S- M 2 9. VAUL :CEILING HEIGHT 4'-0 1 8'-0" CA 3'-1011 TUB m r o+ p " 6'-10' 3�2" 81 1-R c - ; AT 10'-0" 5'4' x 6'•6, m + - + O � s'x6 I o b GARAGE 8'-0" C.H. >- i- O` I IL 3 '\ L- Z1 LU3 3.0' x 6'4' . V LUI- --3:. - - - - - - -- ----- ----- ---- E - 2-�-ENTRY BEDROOM ( C t VAULT I \� Ij 2 1'-0" C.H. - O ' ®ESCAPE 12'-0" ; OVERHANG OF DORMER AT ENTRY 1- ` BILL HGT. - ; 1.011 61-0" 1- 2'-2" 1- 2'-2' 1T-4' TOP OF BLOCK HEIGHTS 177711171 8'-0" TOP OF BLOCK (NORMAL) r7777D II'-4" TOP OF BLOCK/FRAME LINETYFE LEGEND 17*T7777'T71 NEW BLOCK WALL NEW INTERIOR FRAME WALL INSULATED FRAME WALL Ia-V x Ia 16'-0" ® L'-4" FLooR PLAN SFrrF*ON 5P2, 5P4, OR 2x a f6. O.C. 32' O.f.. Fore- E 1,TPA1 SACS r W..4"T ORT"-.=�" t-rI.2 ALL JlL L 1/2' DfA x $' BOLTS A3!llri -NOT LESS fWAN 0, 0 OTHER el,i�IwTf--,tTs F �THE� � 2 us- Miti � e rr� �X' ORYU!AS.L � G1rcLLRW GARdG- PARATiON lVALL6 f--R FBC R3a2¢: 3 ATTIC;ACCE55 (MP . 22' x 30' PER F3C RIOT. % � ar O.C.t s Fr�-r lamas_\\\ _ Ft=�IDc`hC= 51C= Di~a-cuaa�L r-�R Fsc ALL C-RAGE "U'LL 4OR CEIL(Tfa r 1 =TRATONa TO 3= CQNSTRZrED F= iR FFC SIMPSON $Pf, $P'4, OR NOW252 4 R39233. 1 1 H3 a 32' O.C. (o BTUD)---- 5. ^C44 ; 7TR V_TOR TO FIELD VERFf AIR C:01,01TICN i AIR HAtnLER LOCAT{C;N t BEE SECTION '4' PAGE 02 FOR FOUNDATION DETAILS, 4 GARAGE WALL. SCALE 33.._ T.-... NOTE: SEE ENCsINEERIAks _ P FOR C145L�� — — CONNECTION DETAILS SHR-*LES OVER IV FELT OVER 13 1/2' CDX PLTU)OOD (OR 1/ICP' OSE) OAR PRE-ENGINEERED 6 TRUSSES f 24' O.C. � R-30 !NVULATIa-i 6fMF"5GN HETA-Ifs A EA. TRUSS OR AS PER CONNECTOR 5Ct-1=D'JLE 9 MTL. DRIP EDGE ON a 1/2' SAr. RE51STANT Ix2 PT NAILER ON T DRYWALL 1x FASCIA ON 2x4 SUE FASCIA 4 ALU 1. YENTED R r ' D TOP CO IFZE SOFFIT CONT. — W/ 145 CONT. ?EE ROOF PLAN 1'siR DYER-tAW4 WINDOWS PER PLAN W/ --1x F.T. WINOf�U HEAD SEALANT ALL SIDES (TYP1 WIDOW W SILL PER CUSTOMER LQ GYP. SD. (T TPd t V ' CONC. SILL PER CUSTOMER -- j . SANER ON P.T. W Iga f3TRIPS: ® 16' O.C. W/ MK R-42 SEE ELEVATIONS INVA ATIC:;N ON 8' C3-I.U. FOR EXTERIOR FINISH -- I ' '-`,---.y, °I 3000 P5I 4' G<ANG, 3LAS I'. W roxirp-lWAO W LU-t '. OR FIEeF&E%; GRAI3E MIN. 8' 0"FIN FLR ESELOW F. FL_� '5 DOWELL W/ 25'.g �f\\ 6 MIL. Y FOR r�Ae 2ik ^a EAR LAP a 8'-D' O - (MAX.) OR AS `s'\ \\\ @ 4 TE6d 11T'c TREATED PER PLAN —CLEAT{ COMPACTED FILL (2) S CONT. W1 MIN. 3' s\\��\� j \\.•� \" ��/ COVERALL 51DES 16' TYPICAL ONE STORY BLOCK Qj WALL SECTION SCALE .V4"--,.A:. r - CRICKET AS c2'D TiIU55 T06 OR 71i CELL TO BE FILLED SOLID TO Wf Fvw 5/a, ' EXT. GPADE CLG, e 6'-O' LONG PT 2x12 Lr'DGHR U!/ 5/8° LJIa 1t �'a MIN. 4' Air �� MIN. 4' ET'tt3EDMET(i � ® 24' OC 1 t r' MAX o FRCX-i ENDS 2 REVISED TRUSS HANGER DETAIL a .. UTS PT 2x12 LEDGER CONT. UV 5/13- DIA. lt1 DGE f t i ,Y TFvl78a Tyr OR Tli (T7PJ ANCHORS W/ MIN. 4'EEtt 4 &M ' FROM ENDS— I � ( HU52& P.) I FILLED CELL. I t + O 110E OO 00SO PLAN VIEW TRUSS TO LEDGER - $GALE 77T'-0- DOOR SCHEDULE (xall MARK QUAN, FRAME DOOR SIZE WIDTH X HGT, REMARKS I I MTL, ENTRY 3' 0"X 0.8"" 2 2 WD. SWING 2'-8"X6' 8" ADA o BATH, CLOSER 9 GARAGE 3 5 WD, SWING 2'456'-e 4 2 WD, SWING, 2'-0"X6' 8" 5 2 WD, SWING PR, 2'-6"X6'-8" 6 1 WD, SWING PR, 20Xb e 1 1 MTL SGD (0'-O'X6 , 8 I, MTL. OHG 16'-0"X1' 0" 9 1 MTL. SWING 2-0"Xl-0 GLASS SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPID WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/5" THICK OR 20-MINUTE FIRE RATED DOORS, EQUIPED WITH SELF -CLOSING DEVICE PER FBC R301. HEADER SCHEDULE cT-iit3s {v D7 AP�'iY3 L A L rscT,- AtaTt c a; rx hor S: LE.<`DER. SIZE& AS NOTED _ UtLES5 OTi-etMS== 'vOT'cD ON FR,z`4`t3SZ FLAN TO 31-01 2-2x/o'a V2, 2.2x44 2. i'-'MMA Y FF?/.d U14. P1 yUk')OD I3EW,5, E.TC) UEFdr 5iZED t:SE-;G 18 FO' E;. rwj-E ileER IN R-ITC14 P_-EN'Dfw* (5ah r) }v' HOFAZa4TAL e4k L6E Tr' d" :;x_-42-E5 CP ELASTICITY 3'-1' TO 5'-0' 2-2xZ'a 2-4x6'a tu [Iv 3, JOt5TB, R FT::R3, LWEL5, ETC. F'LYt C£�R UE 5IzFO a5ors FLtTC:; 2w *" F_`T, F_ Rea-R IN BFj_?Ihr4 (StT1.Yl W Fv' AYE 5'-1' TO 1'-9' 2-2xlo,6 2-2tff'a kU h" IkE 'E' MO 5 OF ELASTICITY PLYWOOD -- FE iTOL{ . JACX 8Tt � 4ZE�E1I � ?Trir 4-2 JGTl FiFi (EA TO E'-& t 1 FiIL ': '68TN 6'WD. TO 5`-3' 24XWO r 2-240"4 W 1,3. -3 JACK S%05 (IrA SIDED 6'-1' P, •1`14410 1 TO ,2,-O' t 2 F'A_1 LeNW14 FLITCH STLLOS. •4 JACK 5%V5 (EA BIDE) W-P TO W-0' t 2 Fad LE),e r" UJIDO. A:/ 174R FRAMIW4 1:>ETAILS 1:1'N_ 2x TOP sR r tit. - Ti $i OR a"Te" PLATE (ci`kv'TJ FOR TF3c50 r"ts tom, - W 3F'4 R*F4, �.....� _ �, E O.C. I � � .' � .�•• � /� f 1 L5TA18 OR CSIb 2x 1°2 SYP OR f i f lED t N AJLFD ' 6t3, 9rAG- D 2x TTO("I 1 SEE NOTE PLATE (CctT.) -- C-- f � 14 AYO`rE A3 02 :' x £ ' t (€ - 'D7 U.EDGc' ANC+-iOF�k � j� a 21, Or t a, Ff�` ENDS ` [ r- I;•, az, aF'4. Pa fi..- 5T('i6hi NTT�`,�^-.-_`--- GAt3LE END TR-150 TO FR t-a TO 5e CC"s!ECMD LW SIMF`6<;t4 L5TA24 s 36' O.G. - D3L. 2x4 CONT. TOP FLAT= (v2 5 —P OR BEt'TERJ iN5TAL-1 LU 5-2, 64-4, OR H3 a 32' O.C. Mkt (TYPJ. --- $(t-tP50N CSWi ;OIL STRAP (TYR) W/ MIN, 8' LAW EACH WAY. PTtOVIDF (6) Wd NAILS EACH SIDS: OF JOMT f F,4C44 AIL STRAP ---- ceE 2xa (M;W R .AaER t0/ V1' PS.Y'J OOD FL ITCH 2x STLV5 (td S.YP. OR E+c'-TTER) ® V,' O.G. MAX- (2) JACK$ t (I) KM MIN (TYi'J -- NOtt-CG 51VE 5RIF'5CN SPI, SP4, OR H3 (TYP . 60-PSSC:N 14TT5 (TYPJ METALLED MR t- R5 SPECS W/ 5/8' DIA. A$. --•- •-- PT 2x PPOTTO I PLATE CONT. I. NSTAL.L W/ V1' x 6' LLED E dN� a 2V O.C. I b' FI;V-t &.V5 (TYPJ " FRAMING DETAIL, VERY t ' 1 SCALE t p.. t. it WINDOW SCHEDULE O MARK QUAN, I FRAME TYPE SIZE HEAD HGT. REMARKS A I MTL, S.N. PR, 25 6'-8" B 3 MTL, 6,14. 35 6'-8" 4'-6'X5'-3" ROUGH OPENING C 3 MTL, S,H, 25 0-8" 3'-2"X5'-3" ROUGH OPENING D I MTL. S.H 34 6'4' TEMPERED _�a I MTL. FIXED 3'-0' X 3'-0" 10'-8" TRANSOM NOTE: ALL BEDROOM WINDOWS SHALL COMPLY WITH FBC R310 t R612.4.2. ALL 'ESCAPE' WINDOWS SHALL MEET MIN, OPENING AREA OF 5.1 S.F„ MIN, OPENING HEIGHT OF 24", t MIN. OPENING WIDTH OF 20", WITH MAX. SILL HGT, AT 44' AFF. - BILL HGTS. LISTED W/ WINDOW SIZE ON PLANS, THIS STATEMENT CAN BE CONFIRMED W/ WINDOW MFR SPECS. SUBMITTED BY CONTRACTOR, I AREA CALCULATIONS LIVING .......................1504 SF GARAGE....................386 SF ENTRY ..........................35 SF TOTAL AREA.............1925 SF (UNDER ROOF GROSS) 0`NC ®®G 00 n ® ® ® G Job No: V 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: .lf'"pD STEPHEN R.COLD AR 0010041 W J J 0 U Z M UW F- W Z = O 0 �Z Q w 0 L LL z LLIc% U) ti O ti 04 Its � a) > M M ti Q �L C6 ■— O r 11 i LL M V Ill QL O cM M r U) ppM+� \d _gym M M �X S� Sheet No: t43 Of: EIGHT COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Top of Plate 4 Top or Subfloor — � I� Top of Plate 3 of Plate— — 4 — _ — Tod of Plate Bottom of Dormer -4 - El® - Topof 5ubfloor _ -- ,` 0 �� I �� - Top of 5ubfloor FRONT ELEVATION 1/4" = 1' 0" 3 Top of Plate T f 5ubfloor _ _ I I I REAR ELEVATION 1/4" = 1'-0" ---tea\ I 1- _ L 1 L L L U C 1 t_ I l _i L J l_=>�= >- T- >-T T11-�ITU � �!I 1- -� 'lU—U — J LI li U L U Lill U-I_L I�_1U1` T ICI T i 1 ��TITZ��L Lrl 1�_C -i_ i �� I r� �_ r I__r �u T T T T ITT 1_ I T I I I I I I I [III 1 I 1 I 1_�•--�rl--'(- �-,-rr1->�- ,-I_�:l- _ �1_rT� rT -�- r�-r-I-r�-rT �-rl--,-I. fir-;- I ( I I 1 ( I ( 1 ( 1 ( ( 1 I 1 ( 1 —A . . , , , " , . . , . , LEFT 511)E ELEVATION 1/4" - I'-0" __ij L _ L i T T i I I T I� U U U — — - top of Plate _f 77 T9P Of Subfloor RIGHT 51DE ELEVATION 1/4" = 1'-0" EXTERIOR ELE I 1/2, TExTORED FINISH OVER CI-U WALL -1/WT=_XRIRED FINISH R GALVANIZED 2 P METAL LATH ON I5$ FELT OVER 1/2' WX 1"l-TWOOD OVER -EW-aINEERED TFWSS 4 FRAMED ENTRr FACE ARCHITECTURAL Sid -LES OVER 15' FELT ON I/2' COX PL (OR 1116' O aB?APPLIED TO -EP�aI D 4JOOD S � 24° O,C. DECORATIVE RAISED TEXILIRED TRIM PER CUOT R A/C CCf'1f S CRICKET AS REQARED 1 OFF RIDGE 4ENTS BLOCK A5 RECUIRED Elti . L METAL LATE{ APPLICATION 5 °SHALL M'LY W A5TM C104,3-" HISTORICAL STANDARD- ASTM ieo63- STAidD SPECIFICATION FOR INSTALLATION OF LATHIW4 TO RECEIVE INTERIOR AND EXTERIOR ND CEMENT-5ASED PLASTER. 2. ALL LATH AND LATH ATT WS 5I4IA" BE OF CQRRO5ION-R5SI5TANT MATERIALS. WPARDED METAL WIRE LATH SHALL BE ATTACHED WITH 1.1/2' 1?,r_H-L (3ra ), 11 GAGE NAILS HAVI A 1/16 INCH (I1.1 nr) HEAD, OR 1/a it d-L (22.2 mm), 16 STAPLES, 6FACED AT NO MOPFE THAN 6 S (62 w). OR AS OTi4ERVISE 3. TEXfU D FINISH ICATION METWCVS SHALL Y W/ AS111 C926-"-. STANDARD SPECIFICATION FOR APPLICATION OF PORTLANDc -3B PATE MWERIOR, WALL SILIG NOTE. NXTEIRJOR '"_LS L SOALL FIRO'ADE TWE eUILDIW4 WITH A tW�-ATI-rER- WALL ENVEL INCLUDM M015 BARRIERS 4 FLASHY iR103. s 13 (I �'IJS T�'Ry[.°z .C? z^iitit' 'a.'. ice- Tri x E <.s l `i tli�...D F`.�i s AA,"j 'F^. 5a:.3 F S' 04% METAL S..AIA CN r50 M-L T OVER a2x�S P' ,.ATE W 'iaGi �i rr C F r� cl L3 +'I O'C 1 'R4TI €'m.AibF.i3 1"E:.KI7t7 FRS TRY DETAIL a-1 CE_ T HOfRIZOINTA DII`~fi?EM ONOR, ` -t PEAK1900F Gr- Mi-4P,, U.4Ct EVER IS $MALLEP, �-1T NOT LESS HEIGHT 1 THAN 4 OF LEAST HORIZONTAL DIMEN610N OR 3Fi USEi ZONE 5 AT ALL IN MEAN 1 d Fi1F I SAYE r➢Ei�,HT / # ROOF - i HEIGHT WALL ZONE FIGURES 1� ��`� ISOMETRIC ULTIMATE ATE C> ,15IGNI WIND � �z SPEED FOR: 135 MP f 3 6EC. GUST MAW, ZONE d 3 UP TO 20 5,F, (� x43e .3 f -352 +35.3 { UP TO 50 SF_ 15) +33.1 f -190 +331 f -44O t5 LAP TO i@O 5.F. @ +31,1,f -343 +31.6 I -3'5Z 4 'ices D� +300 f-3301 NOTE: ZONE '5' DE51GN _55UFRE'5 TO DE USED " WINDOWS WITHIN 4' OF COR'Vi ER. USE ZONE '4' FOR ALL OTNEfZS- ®oC 00 4� c,2 0 0 n � ® v fA(C 01D �r Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn ay: KGM Revised: STEPHEN R. COLD AR 0010041 U) W Z � N Z ? Cal O � Q Q O W �^ J U w z 0 �z o �1■A■Alw� 0 ♦ +■ V a M ti Qi -jG O r ® IL O M M r N N V Sheet No: A4 Of: EIGHT COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY ' —TYPE LENGTH sue BFB.OB 8F12-OB 8F16-0B 0F20-0B 8F24-0 BF28-OBAl-9-36 BF0-1B F12-1 BF16-iB 8F20-1 SF24-1 8F28-1B (34') PRECAST 2302 26 II2'-10' 3166 - �6039 7526 9004 10472 3'-6' <42') PRECAST 23g2 3P3 S`j 6001 `7315 8630 9947 3166 73 0 9 7526 7526 9004 1�472 1936 4'-0° C48`) PRECAST 2029 ' G- 3T67 5410 6384 7 558 n936 564�2170r28 2%46 4473 6039 9 04 10472 4'-6' (54') PRECAST -1651 I78Tf "19T3MY 7 7526 9004 0472 9 68I223-f 5'-4' (64') PRECAST 1184 2317 2826 3336 3846 ,1665 9 5057 096 54001 424 7450 5'-10` (70') PRECAST 972 ` 1000 1059 '1474 1889 `2304 4437 2721 5280 `3137 6122 4585 6890 1459 2464 4144 5458 6'-6' (78') PRECAST v937 1255 2101 3263 7134'I 7I. 8595 1255 2 0 3 96 5260 T 6' <90') PRECAST 767 9 9 11675 2385 1994 2439 2886 3333 1675 2610 1 3839 5%6 6613 5047 9'-4' <li2') PRECAST 573 632 1049 1469 1210 1482 1754 20271 768 1 1212 818 2544 3469 4030 1 3127 10'-6' (126') PRECAST 456 915 1328 1535 6 8 1025 1514 208 77 2774 3130_ 2404 2 4044 11'•-4' (136') PRECAST - 445 [ 598 598 935 935 o 13 5 S4 854 �35 '24411 i33 31551 12'-0' (144') PRECAST 13'-4° <160') PRECAST 414 362 45- f2 9 '2074 15701 1818 55 42 864 -7�6- 1254 018r � F193 1 143a 22111 55`J-1LsP_ 1 18551 283? 'r1 2ti431 3590 T 2920 485 81 748 G48 1076 14'-0' (168') PRECAST 338 I 919 1 1370I 1190 1462 I, 1NR j 1087 I 2153 1260 12666 _ 14' 8` (176') PRESTRESSED N.R, N4 NR 705 I NR NR I' NR' NR - AR- 3765 465 ' 2NR 45 31851 15'-4' (184°) PRESTRESSED N.R. NR-- 420� FIR 695 NR NR—r'_fJR-T'� 1250 18551 23701 2890 3410 17'-4' (208') PRESTRESSED N.R, N 310 NR` 530 ( NR 1 �350 340I) 1406 '1800I 1800 12200 20 P 2600 19'-4' (232') PRESTRESSED N,R, "NR I NR 1 ' NR I NR NR 240 1 400 1 750 1 1090 1' 1400 1 1720 1 2030 21'-4' C256'> PRESTRESSED N R, NR I,. NR 1 NR NR NR NR" R 183 330I 610 940 1 1340 1780 2110 22'-0' (264') PRESTRESSE N R L-NR { NR I NR I NR I' NR I NR i NR 160"�' 300 1 570 1 870 1 1250 1660 1970 24'-0' (2881) PRERESSE ST N,R, f NR I NR NR NR NR -Nf�r-NR 130 240 ( 470 720 [ 1030 1350 1610' B" PRECAST & PRESTRESSED U•LINTELS UPLIFT LATERAL TYPE 8F8-1T 8F12-IT 8F36-1T 8F20-IT 6F24-IT BF28-1 -F32-1 8U8 $F$ ¢F8 2TI 8F12-2T18F16-2TI BF20-PI F28 2 F32-2 LENG 2'-10' (34) PRECAST 1 27271 cu / u l 410TT5332"f 656 3T-1F3IEX 9 27841 3981 1 5190 1 64071 76301 885 2021 2021 1�2165 3 -6 (42) PRECAST i 21651 22891 3260142371 5219 6204 7192 22151 31651 41251 50911 60611 70361 1257 ( 1257 4'-0' (48) PRECAST $7 1" .9891 28321 36801 53 1'53871 52 5 938 938 1878 1925 2750I 35831 442215264I 6110 25TF_40I 6G 5525 4'-6' CS4'> PRECAST 1660 I76 1 17051 24351 3171 1 39131 46581 5 406 727 727 5' 4 (64') PRECAST 13 3x 1393 14841 2110 2741 1 33 4010 1 6 8 11437 I z0501 2670 13293 i 39201 4549 505 50S 5 1V (70') PRECAST 12 72 )9 1 13571 19301 25051 30841 36 651 424 418 1 418 1272 T 13151 18751 24411 3010 (35831 4157 6'-6• (78') PRECAST 1141A1 1200 { 17331 22501 27691 32901 3812 707 I 887 1141 1 11821 16841 21921 27031 32161 37321 �` -" "' T-6' (90') PRECAST 959# I 912 114751 1914'1 23541 27971 32401 591 657 990 l 10291 1466 119071 23511 27971 3245 9'-4` (112') PRECAST 1� 8 lx 1 612 1 98 1 12691 1560 1 1 52 j 2144 { 454 630 { 601 1 7551 1192 1 1550 t 1910 1"2271 1 2634-1 10'-6' <326') PRECAST 716x 498 1 793I1 1 27 1261 1496 1731 716 611 1039 1389 396 [ 493 i36 i (f 43I 95 f 6 9� 1711 2034I2358 ai 6 9 11Q 1309T"I515 11'-4' C136') PRECAST 666 1 535 1 905 1 12951 15951 18961 2198 I i 12'-0' (144') PRECAST 607x i 400 1 631 1 816 1 1 01 i 11 6 1 13 2 l ( 631 1 466 1 818 1 _1201) 1 15141 17991 :2086 340 1 494, 13'-4° <160') PRECAST 500x I'` 340 1 532 1 G86'1 841 1 997 1 1123 302 ( 398 573 i 409 I 692 t 3004 1 1367�1 16371 1897 14'-0' C168') PRECAST 4 $# I le 1 4 J 1 8 1 286 548 I ` 378 I 629 [ 922 11254 1 1567 1816 ` T, 366 t S'" 243 295 459 591 724 , 857 990 - 1 243 1 352 1 582 1 852 1 11561 1491] 1742 T 327 15'-4' (1849 PRESTRESSED 2'B 11 278 1 430 1 553 1 677 1 8U 1 925 N,R. 228 t 329 1 542 1 791 1 10721 13811 1676 17'-4' (208') PRESTRESSED- i 1 1 I 1--1 1389H N.R. I 255 188`l 2761 4491 049 1 8741 1121 1389 165 1 207 1 313 1 401 1490 1 578 1 667 NR 204 19'-4' (232') PRESTRESSED[ 165 ' 239 ' 303 ', SSO ` 736 ' 940 ' 1160 145 I 186 I 8 1 356" 1 433 1 512 1 590 21'-4- (256°) PRESTRESSED} 27N.R. I 172 142 � 212 � 336 1 477 I 635 1 807 1 993 -"-� 140 180 1 268 1 343 1 418 t 493 1 568 607 N.R. 11 161 137 205 1 322 457 1 7711'947 8 24'-0' <288') I27 f65' 2'4'4 N.R. 135 124 j 186 ! 290 1 408 j 53B 68P 833 - E�171C17E"HY'2 iC' 2R�GifAJE' 8" PRECAST W12" RECESS DOOR U-LINTELS GRAVITY TYPE L,EN BRF6-03 8RF10.0B RF14-0 8RF18.OB 8RF22-0B 8�RF26-03 8RF30-08 BRF6-1B BRF10-1B BRF14.-1B BRF18-iB 3,RF22-IB BRF26-13 8RF30-13 4'-4' <52') PREuT- CAST r1489 � 01827 3412 4982 6472 79474164'-6' (54°) PRECAST 4 9 2 82 2714 3600' 4487 ' 5375 62641702 3412 4982 6472- 7947 9416 10878 (68') PRECAST 832 "�1602 I550 I 2056` "2566I 3075 35955'-8' 1153 21 2 4074 6472 11 6516 5814 6839 5'-10' (7V) PRECAST 735 r 9 -I42 297b 1103 2051 3811 1 6472. 6516 ` I 5450 j 6411'-) " 6'-8' (BO') PRECAST . -907 822 907 1677 2933 2176` 3111 72 I 4522 1677 2933 4109 1 6730. - 830177 1 6707 7'-6' (90') PRECAST 665 7_61- 1377 2252 1958 2451.,I... 2944 I 34392 764 3377 2329 3609, '"5492 6624 513 9'-9' (116') PRECAST 371 420 834' 1253 1071` "1342 ' 1614 I 10.84 535 1 928 11497 1 2179;,1 2618, 1 3595 2575 B" PRECAST W/ 2" RECESS DOOR U-LINTELS - UPLIFT ". LATERAL TYr'E, LENG 8RF -3 BRF6-2 8Rf1 BRF10-2j8RF14-21244 BRFId k ' BRF38-1 RFZ2-1 Rf2 RF30.1 RF18-4RF22-2[3RF2, ijF3 -2f BRU6 9RF6 h'-4' (52') PRECAST - 6 e ' 932 932 "1244 1514 2339 -3170 4008 '4850 5696 (54') PRECAST 1192 1192_ 1507 1455 1 2311 .3121 1 3937 1 -4756 5577 03 053 - 2290 3036 38371-4643 5453 5'-8' (68') PRECAST 924- 1 1172 1795 I',2423 3055 '3689 ,4325 4230 501 501 924 1 32 1741 2357 I' 24781-.3603 5'-10' (70') PRECAST B96A( 11381 1742 `2352I 2965I 3581 3497 4198 4105 469 469 -896 1099 _90 2288 2891 .. .. .... _ -,.. >.-._ 6'-8' (80') PRECAST 778-` 882 11513 20421 2573.3107 3642 930 1300 I 770" 956 1 1468 I 19B7 1 2509 1 .3035 i 3563 r. 7 -6 (90) PRECAST 688 697 849 I 1325 I 1810 I 2280 i ,2753 { 3227 7 10.941 1302 1 ' 1762 1 2225 1 r, 2690 1 3157 _..._. (116') PRECAST 533p 433 808 1123 1 1413 1 170} 199,5 gib ' 614 [, 53ti 1 527 lOQ9 13691 1728 2088 200" xREDUCE VALUE BY 15% FOR GRADF 40;FIELD REBAR L CfiITRACTOR TO VERIFY LOCATIONS OF 5EARW-7 WALLS 4 E IEARIW4 POINTS UV 7R1,J5$ MANtlFACTUFZER PRIOR TO CONSTFdlr_TION- 2. CONTvAGTOR TO VERIFY ALL 5 BEFORE ORDERiNG. 3. TP-65 CCt" ANY TO PROVIDE INDIVIDUAL TR1155 ENGINEERW3. 4. CONTRACTOR TO PROVIDE PLA_00D S e WALL 4 ROOF JOINTS PER FEJC W32 4 W32.1 $ Oil AAF, ROOF PLAN 1/4" = I'-0" #5 REBAR AT TOP TYPE DES1GNATI1�td� MIN, (1) REWD m z' CLEAR = FILLED WITH GROUT / U =' UNFILLED< QUANTITY OF 4#5 REBAR AT BOTTOM ,OF LINTEL CAVITY a a. A. C,M.U, . 8F16-1B/1T GROUT L. N MI AL ",WIDTH O N QUANTITY OF its N In z_ ,_ ®'. , ;#5 REBAR AT.BOTTOM � OFINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP BOTTOM REINFORCIN -s/a'nCt UA PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without copyright laws. LINTEL 6PAlN CHART LINTEL NO, SPAN TYPE LENGTH LO1 4'-0 8F16-OB/1T 5'-411 L02 61-411 SRF14-15/IT i'(11 0 L03 161-0" sF20-15/IT 111-411 1.04 3'-211 SF16-O5/1T 4'-011 ..pa'*'E.'"•� Cr- VENTILATED ZPA_- a 2A15,9 6r`. i -1f-W4 OF 6PACE (2, 5040la'za 0) x bE=rr 6F-. 4 -5 :3 - Gr 1/ 1ITI1xx (3' A5V.:.AVr O"2r COFN V-=NT51 - 3:43 TO 5Ae3 6F -Bt. ,)s - 20k, E.AVE G 71 11 E `✓1 4fll Y .s 343 TO 131 5P. (Mir-L) -P_—OF V-_�€To (l�.Y'--T AREA 3' !Nd I A-I3i/ E AY: 1i(.EJ � 4 ✓ N- T(5) ($F-E 51-W.) 4 r2 - 144 6tz ill TPE€ezO �,$P- - 0L SIZE s=1dCaTW ' 1aC�T CUT SKIT alla FEE (5O W d' alb 26 _TISr1` R7 _.I To v=vz.' * r ;_ 7 TtG CA- PEARIIIP4 �1',^" $ 4 eEA JaI i' i-OI ITS 1111 'try l,jA F-AGTISR'cR PFF?Jr,;; TO C4445Trc:#'_.!::Jtd 2. ^iTRA(_TOR TO / "Pii T- Ca4TP11A,GT0R TO 3. TR.i&6 COI"tP.,A JY TO P-r.J'AD INS A_rl11. l Tr"ul5a 1hIEiw1��'--'�' 4, tit7 r- ^CA5T L /a aPAN gn-1.r11 L hCLSlr1~ (#} FCFE10AR IN 5oTTCtN 4 (t) 45 ? CCNT_ IN TOP EXT. GRADE PLyuk�®D (TYP.) =-\ r'FS-ENCsINEEF4-=D WOOD TRJS--ES Al 2'-V' 04% TYP. (UNO) ADD 2x4 DIACx. BRAcIrr. a 4'-0' Or— W/ (2) 16d 0 TOP OF BLOCK HEIGHTS 8'-0" TOP OF BLOCK (NORMAL) CZZT II'4' TOP OF BLOCKRRAME LINETYPE LEGEND NEW BLOCK WALL NEW INTERIOR FRAME WALL mils mumuuul INSULATED FRAME WALL NOTE: NETA16 - AT ALL CMU WALL TO TRUSS JUNCTIONS (10) 10d NAILS FOR SINGLE PLY TRUSSES (9) 16d NAIL-5 FOR 2 OR 3-PLY TRUSSES MT512 - AT ALL FRAME CONSTRUCTION TO TRU56 JUNCTION5 NOTE: ROOF AND WALL 6r-1EATNING AND NAILING SEE SHEET A5, 5ECTION XI AND XII 2x4 MO iCINCs a 45' O,G )ETU.IE"EN Tr4 S ■ !&T Tl- E BAYS - TOENAIL I"FIEP SAYS 70E1LAIL ! 51#"kP r.3v "157A1'124 (2} 1bd NAILS. -- E C l Cr 3°tU 'vf-RT. (X- GA13LE E�,P Tom. INSTALL 1GV (13) » TYPICAL DIRECT TRUSS T MASONRY LS I/4'las2-114' TAIICC1 ' T NNECT'IO [}ETAIL N.T.S. ORTITF145 Q 2xr, Cf_XZ . (7's P.) UV (a) R.0 1�^d NAILS TO G1 ..F. E1114D TR1S5 o 6' O-- 2x6 0 24' Clj:�. P'T 2u.7x (5TP 42 C EVE-TTER) W 1/2' ANr:'H R r»G_T5 9 32' O.C. (NAIL 50TT4,t'i C4"IO'f4;1 OF TRI45 W I&CI NAiL5 e ' O�- 8'-O" A.F.F. BEARING L i. -rw pr ecasn ncelo R Iqz+ PO poi. Exceptlon: 5afo load6 for unfilled lintale m> sot be reduced 2. f'c prestrve"d IlM41s - 6000 Pet by 2 If baarklg larath la 1 than 6-Ir2'. 3.. f'c groat - ^ Pot w/ Maximum 3/6' 4!aermgatrs, CC G m;n[awe+ nest �sP ccr.Pr�siv� strm:- t11 i9PFddi Safs loade for alt raosesod Ilrtela.baeed on.W oomhwl 4. (:oncrestPs masonry sen:ta rJ) prsr ,481'M WI Pet, bearir>g, 2, NRiatact. N.R. tact P4ot 5. isbar provldeel In prat llyd4l per A6171 A.615 GR67J. Field mbar powASVI A6� CRAO or GR - 6. Pr eetransing Wand A5TM A416 grads 2.10 " relaxatirm. 3. Sara loads are total oupMy;v6sd allowable load on the '1. 1/32 Jr1rd per ASTM o. 6oction epecirsd 3. Mortar par ASTM C-210 tjs M or S. 4. ears loads ba®ed on rads 40 or grade rap rletd rebar, 5. Additional laWal load capacity t'd}rl be obtatrad by tha doal9nar by providing addional rainfcreod ma6orry L Provide full mortar land and bed UolrM. above the precast 163tal, " 2. Shore filled Iintale aO roc*Aro L 6. One 91 radar➢ay be aubotit.uted for two 5 reaare In 3, Installation of [Intel t,coT1U with Via aronitacturdi a/or atruct�sa! c awrnga, O' IRrtais only: 4. Lintela are Hamra with 5-1/2' lax notchn at the to 4crrmmodate vortccal call ralrlfcrcirr3 and 1, T1ro dart may evaluate Cora ,trated loads from the 5. All lintata a L1360 vwtlCdl d6fimctlon safe load tabl by calculatlne t}rm maxim m rasleting lin"js n'-4'.and ttan With a nonksaI hal of $' r4ost or axc ,d LAW,Moment and &4Wr at d-away rrom.ths face of t 6. l5ottc,in f(aki added rebar to be Iaaa'.ed at the k2orttcm or Ve lintel cavity. B. For camr►,061te Intel 1161E its "CA oilcan, uee Oafs load from 7, -15V diameter wire stveywe are Melded to the bottom #toast ror nvctwnicai areboraege. next (omen holgM $, Caot-in-place ccnast® may be provided In ceeposito Vital in itao-of'czkaetd maseny Mite. e. All oara loact6,in unto of pcAjiO4 per lindar root, 9, Fars load rat1n_go baosel on rational design ar:alys16 per AC) 315 and ACI 530 `ior written consent from ODG, Inc., is a violation of Federal C'�Nc ®®C® 0 n 0 ® U G �� //VC.. 00 Job No: 18-011 a e: 4 MAY 2018 Scale: AS NOTED Fawn y: KGM Revised: 0l STEPHEN R. COLD AR 0010041 LU C1 J r c1 c� ao z Lid Q Q O a U) LL —1 a 0z U J O �z d- C/1 04 yid. M n L ® L V- M � M r � N rt� kd -� ri �M ■w � 1- Sheet No: ,45 Of: EIGHT t5LDCs WALL 150 AMP 1 50 AMP MAIN PAL `A' Di CT VOY/240V 12DY/240Y F - 1 -PH 1:3Y UTII.-rry CO. 3'� AL To INSIDE P I-V4Al- CARD 04 Gtl ELECTRICAL RISER DIAGRAM -�' � 6/8°x�' Cu U.F.E•R. TO SCALE* N.T_S. GROLND f BAR ELECIM26L NOTES- L CONTRACTOR TO FFVYIVE ELECTRICAL FOR FUTURE IBUILD-CUTS, PRiVE U,AY FEATURES, 4 A"' LAND°SCAPINC-s Sr=QUIREt tENTS FAR CUSTOMER 2. COri"I OR TO PROVIDE ELECTRICAL R>_OUI IENT5 FOR Iia;i2JGATIC N 4 ALAW SY 3. GONITZAGTOR TO FIELD YEPJFY rLOOD 4 C/2ACH LIGHTS AND T;-EIR SWITCHES MIR. C115TO!"IER ELECTRICAL. PLAN 1/4" = 11-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to -these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe 4 can light 6inch 19 0 chandelier 1 fluorescent light 2 x 4 3 exterior light 1 wall mount savoy 1 T cable tv outlet 4 Q ceiling receptacle duplex 1 chime 1 doorbell pushbutton 1 0 fan 50 CFM 2 50 CFM outlet 35 u Q�r� outlet 220v 2 outlet gfi 4yy,l smoke detector 5 split receptacle 3 ($ switch 5 switch 3 way 2 3 switch double 2 switch quad 1 switch triple 5 vanity bar light 2 1=R= __ `NC'° 0® o � cz ® n ® ® v c G �z ®oo Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KG M Revised: STEPHEN R.COLD AR 0010041 Z Z r� M Q W � a U� LLJ wQ U v� w o � -r v� Iti C N t'■ � M �. 0 1 a. O M -Q M l"' N p� 0 i. ca s am M s a l } Q) lu Q Q = _z LU Q) UQ) 3 V � IU Q) u lu Q L Q) O O � Q) u OL CJ) Q) L L IU Q nL` V/ � SIB A I G E m 0 35 I SHINGLE LOADING , 139 m.p.h. WIND 12 S1GE EXPOSURE C 5 _ b 2' 6-3/16" HEEL 3.65 2BRG.' 12 10 OVERHANG 2' PLUMB CUT 2' TYPICAL TRUSS END ALL BEAMS BY OTHERS 2 UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE S3 21 SIMPSON HUS2(o OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 1 2UNLESS NOTED OTHERWISE, ' BEARING HEIGHTS HANGER TAKEOFF 2' - 8'-0" HEIGHT I 2' ®- II'-4" HEIGHT I 2' 2' Io118 NOTE I IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR i ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES 2 TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS OR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE • MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT 2' PRIOR TO FABRICATION. THIS COMPANY 15 A TRUSS MANUFACTURER WHOSE LI: RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 82 2' 14) I-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND I BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY, 2' WARNING 21 CONVENTIONAL TRAMING, ERECTION AND/OR PERMANENT BRACING 15 ' NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRU55 MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE 2i REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED 2' DTRUSSES (15SI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB Q I - POSITION. WHERE NO SHEATHING 15 APPLIED DIRECTLY TO TOP 2' AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED S1 ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR O r I PERSONAL INJURY. I— 2' ATTENTION w3 I Q 0 2 APPROVAL OF THIS TRUSS LAYOUT IS I NECESSARY BEFORE FABRICATION CAN BEGIN. - VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF I 2 THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. I i 1 ROOF FLOOR TRUSSES TRUSSES E32 2' G3 E2G 21 ACCU-SPAN TRUSS C GI 401-321-1440 / 3564512-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE 2' CUSTOMER G2GE PNT PROPERTIES B1GI= JOB NAME MELLONVILLE V-2 12' Ig'gll - LOT/BLK/SUBDIV 402 SAN CARLOS d 35 SCALE DATE DRAWN BY JOB NUMBER 14-10-15 MIKE T. 120115 ANC OO O� � c�2 o D � °o G = c'INC.. OD, Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn y: KGM Revised: A,1 �i STEPHEN R.COLD AR 0010041 Z Q z N n- A (D o Z � o O L� LL T�I1 O M t'■ V n U to a �► co Q L O M M M r 5 U) N V M M Z Cra Sheet No: Al Of: EIGHT COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc. ,is a violation of Federal copyright laws. GENERAL CONSTRUCTION CRITERIA I REINFORCING STEEL I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, A 161, A 61'l, OR A -106. II FOOTINGS AND FOUNDATION: I. FOOTINGS SHALL BE LEVEL OR STEPPED 50 THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MIN, OF 8 INCHES BELOW FINISHED GRADE LINE. 2. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR. IN BOTH CASES THE MINIMUM BAR LAP SHALL_ BE 25 INCHES. 3. A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD, 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATIONS. 5. FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE, 6. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBNODED 5 INCHES INTO 8 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY (U 05 VERTICAL e 4' O.C. MAX. 8. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY (1) •5 VERTICAL o 4' O.G. MAX AND (1) "5 HORIZONTAL e 24" O.C. IN U-BLOCK III CONCRETE: 1. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.S.I. UNLESS NOTED OTHERWISE. 2. USE 4" 2500 P.5.1, GONG. SLAB w/ 6x6 • 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FIBERMESH CONC. OVER TERMITE TREATED AND WELL COMPACTED GLEAN FILL. IV MASONRY: I. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH ASTM C 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P,5.1. 2. MORTAR SHALL BE EITHER TYPE M OR 5 IN ACCORDANCE WITH ASTM C 210, 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. V CLEANOUT OPENINGS: 1. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 2. WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 3, CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES. VI GROUTING I. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/B INCH PLACED AT AN 8" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P.5.1. AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 416. 2. MASONRY PROTRUSIONS EXTENDING 112 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET, 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, L005E AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: I, ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD ERG. WALLS. 2. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 6" IN CONCRETE WITH 2" MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILERS ETC., SHALL BE INSTALLED WITH PLATE WASHERS 2"x2"A/5% OR V DIA, x1/8" THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" BOLTS. 3. INSTALL ANCHOR BOLTS A MINIMUM OF 21" O.G. , AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN 6 INCHES EACH SIDE OF PLATE SPLICES. 4, ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8"x 6" RED HEADS VIII FRAMING I. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION. 2. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED, 3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 4. PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. 5, WHEN A GABLE ENDWAL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT SUPPORTED BY A CEILING DIAPHRAGM, ENOWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL BE SPACED AT 4ft. MAXIMUM ON CENTER, BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUSS TOP CHORDS, IX ROOF TRUSSES: I. TRUSS SPACING 24" O.C. UNLESS NOTED OTHERWISE. 2. REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB-91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3. FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED. 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED, 5. IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRU55ES ARE INSTALLED CORRECTLY. 6. ALL TRUSSES SHOULD BE ERECTED PLUMB. 1, DO NOT CUT OR DRILL TRUSSES. 6. TRUSS MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS 16" D.C. 9. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NIFFA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS REGISTERED ENGINEER. 10, AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. II. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. 12, PROVIDE ADEQUATE BRACING AND BRIDGING TO TRU55ES TO RESIST WIND AND OTHER LATERAL FORGES. 13. CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING X FLOOR SHEATHING: 1, FLOOR SHEATHING SHALL BE 3/4 INCHES T4G OR EXPOSURE 1, G-D SHEATHING GRADE PLYWOOD, OR BETTER 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS. 4. FLOOR SHEATHING NAILING USE 8d NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 8" O.C. IN THE FIELD (GLUE 4 NAIL). 5. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X .131 4 PASELODE 2-1/4" X ,099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED d 4" O.C. EDGES 4 m 6" O.C. FIELD. XI WALL SHEATHING: I. WALL SHEATHING SHALL BE 15/32" EXPOSURE 1, C-D SHEATHING GRADE PLYWOOD, WOOD, 1/2" 2-M-W OR 2-M-3 OSE, OR BETTER. 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2" PANEL LENGTH IN ALTERNATE ROWS. 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS. 4. WALL SHEATHING NAILING USE Sol CORROSION RESISTANT NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 12 INCHES O.C. IN THE FIELD. 5. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X .131 4 PASELODE 2-1/4" X .OSS PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED a 4" O.C. EDGES 4 a 6" O.C. FIELD. 6. GYPSUM (FIELD) USE Sol COOLER OR GW554 NAILS a IO.O,C, (EDGE) USE 5d COOLER OR GW554 NAILS e 1" O.G. XII ROOF SHEATHING: I. ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C-D SHEATHING GRADE PLYWOOD, 1/2" 2-M-W OR 2-M-3 OSB, OR BETTER, 2. INSTALL ROOF SHEATHING WITH LONG DIMEN51ON5 PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS. ROOF NAIL PATTERN: 2 ROOF EDGIE 4. -',, (1) ZONE I - USE Bd RING SHANK NAILS WITH 2 A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.25" FULL HEAD 4 MIN, 2" IN O O LENGTH m 6" O.C. PERIMETER 4 12" O.C. IN FIELD GA9LE 2 IO HIP (2) ZONE 2 - USE 8d RING SHANK NAILS WITH 2 A .113' SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.25" FULL HEAD 4 MIN. 2" IN O3 0 ,p I 2 2 I O LENGTH e 4" O.C. PERIMETER 4 6" O.C. IN 2 3 3 - 2 4� (3) ZONE 3 - USE SolRING SHANK NAILS WITH GABLE A .113" SHANK DIA., % TO 20 RINGS PER INCH, MIN. 0.25" FULL HEAD 4 MIN. 2" IN LENGTH e 4" O.C. PERIMETER 4 6" O.C. IN FIELD 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X .131 4 PASELODE 2-1/4" X .OsS PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED m 4" O.G. EDGES 4 m 6" O.G. FIELD. XIII DOORS 4 WINDOWS I. ALL DOOR AND WINDOW OPENINGS SHALL EE INSTALLED PER MANUFACTURES SPECIFICATIONS. 2. ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. XIV GENERAL CONSTRUCTION NOTES: I, THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (F)UNDATION PLAN BASED ON 1500 aq. Ft. DESIGN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5, STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, BUCKETS AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. -1/8" TEXTURED FINISH - 15" FELT BOND BREAK LATH W/ PAPER BACKING MEMBRANE BRIDGE FLASHING MINIMUM R-19 INSULATION INTERIOR GYP. BIRD. W/ PERMEABLE OR SEMI- PERMEABLE FINISH FLASHING / CONTROL JOINT • s I ELEV y.•WOOD FURRING STRIP (IX4 OR IX2) 5/8" TEXTURE FINISH OVER GMU BLOCK INTERIOR GYP. BIRD. W/ PERMEABLE OR SEMI- PERMEABLE FINISH CONC. BLOCK WALL PERMEABLE OR SEMI PERMEABLE INSULATION MASONARY DRAINAGE ASSEMBLY SCALE: 3/4" - 1'-0" GROUTED C- 11 - r 1 •5 VERT BAR IN POURED CELL IF SHOW ON FLOOR PLAN � FINISH PER ELEVATION 0.091" DIA, x 1.15" T-NAILS s 6" O.G. OR 3/16" DIA, x 2" TAPGONS 6 10" O.G. N OR DOOR FRAME TO BLOCK PER MANUFACTURER'S SPECIFICATIONS (3) \" x Fi" WOOD CASING EXPANSION BOLTS METAL THRESHOLD SOLID CORE DOOR JAMS 10 EXTERIOR DOOR 51L` PROVIDE I/2" ANCHOR BOLTS OR 5/8" x Y SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS a 24" O.O. (MIN. 3) - FINISH PER ELEVATION GARAGE DOOR 4TRACK �E IIIIIIl11�1l1111111111�� N.T.S. N.T,S, I" x P.T. WINDOW BUCK W/ I" x 2 \ " WOOD STOOL 1 •5 VERT BAR IN TAPGONS 6 10" O.G. POURED CEL IF SHOWN OR 0.091" x 1.15" T-NAILS a 6" O.C. WINDOW A5 PER ON FLOOR PLAN G.M.U. ELEVATION ru FINISH PER JAMS 10 WINDOWS GONG, SILL ELEVATION N.T.S. NOTE: ALL LAPS MIN. 25" DOWEL LAPPED W/ WALL REINFORCEMENT •5 CORNER BAR CORNER CONTINUITY OF BOND _SEAM 4 WALL REINFORCEMENT_ N.T.S. NOTE: GLEAN DEBRIS BEFC ANY SEALAN LIQUID APPLI MEMBRANE? LIQUID APPLI MEMBRANE CONTINUOUS 1 FLASHING. FU WOOD SUBST ADJACENT B PRE -CAST 811 TYP. CMU FLASHING DETAIL NTS MINIMUM WALL 4 HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (FT,) 3' 6' 9' 12' 15' IB' NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I I 2 2 2 2- UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12 IN. 2 2 3 3 3 3 10' OR LESS 16 IN. 2 2 3 3 3 3 24 IN. 1 2 2 2 2 2 121N, 2 2 3 4 5 5 GREATER THAN 10' 10 IN. 2 2 3 3 4 4 241N. 1 2 2 2 3 3 THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER 15 SUPPORTED BY A SUITABLE FRAMING ANCHOR. LIMITING HEIGHTS OF STUDS SIZE 02 GRADE O.G. SPACING BLOCKING " OF ROWS MAX. HT, 2X4 SPRUCE PINE FIR I6" NONE 8'-0" 2X4 SPRUCE P INE FIR 16.1 ONE 10.-0" 2X4 SPRUCE P INE FIR 16" TWO 12--0" 2X6 SPRUCE P INE FIR 16" ONE 12--0" 2X6 SPRUCE P INE FIR 16" TWO 14'-0" 2X6 SPRUCE P INE FIR 12" THREE 16'-0" 2X8 SPRUCE P INE FIR 16" THREE 16'-0" 2X8 SPRUCE P INE FIR 12" THREE 20'.0" 8° M T. REINF. IMMUREW ROUTED WMIUMMM L CLEANOUT REQ'D FOR GROUT LIFT /Sft, UNLESS FOOTING OWL, IS NOT REQ'D. 25" MIN OVER LAP ABOVE SLAB EMBEDMENT PER R6O6.9.4 STANDARD FOOTING HOOK REINFORCING W/ 3" MIN. COVER ELEVATION Q GROUTED CELL N.T.S. WWWWOMIM me'] pan • � e egmred FLASHING SEQUENCE ��FLASHING SEQUENCE A EC E: 314" . I'-0" 1 D aGALE: 3/4" Plax i onegearel cuts Fleehi, le one/ cuts they os as athsr ReslsteM barley / barlsr FLASHING SEQUENCE red" 0 e stal pan "'�i/// nasal Fan "�X// e squlred i ae rsqu:red 'FLASI-{fNGz SEQUENCE FLASI-IINC� SEQUENCE�/ aCALE: 3/4" • I'1 F aGALE: 3/4" . G NOTES: I. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). reslaancs bar/ r 2. INSTALL FLASHING N ORDER AS SHOWN BY NUMBERS. 'r5, ®x+A^dl^g I 3. INSTALL FLASHING 4 WEATHER RESISTIVE se. 2" vertlwl I a -I'd.BARRIER TO FORM WATER SHEDDING LAPS. required ra ae req'd wlrcau l/B" (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKED hlrg beyond METAL LATH :'-WEATHER-RESISTIVE BARRIER(S), INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) SEALANT METAL FLASHING (UNDER SILL WHERE APPLICABLE) TYP, WOOD FRAMED WINDOW 0,0 FLASHING UJ/ TEXT. FINISH NT5 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: t g•f�i STEPHEN R. COLD AR 0010041LU 111 O N 0 Ill Z Z w � w zCq M ■ � Q O n L O M � M l"' V Sheet No: Aa Of: EIGHT COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.