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Ocean Boulevard 1456 (3) b. City v Atlantic Eeach 41+ F',anniq and Zoturng U's sp�iCo►a1 v::r res compliance with applicGb e ZW � U4 zoning, subdivision and other local land dt'velairrnertt regwl,aVons, but does not consti,ute Cj) Q e;prroval ft►►Yt:o issuance of permits. Cvmplia,i s U Q ,� E w h Florida Uul4n2 Cvde and all otter applicable LUMl, 5iJ10 &rill FCarat Pertr,itting requiren-,,,,ms (X N Z W f matt be verr iA by aiyr,3ture of the City of A;lant4 Z U beach Buif,�i,w�rO:ft;,:;;,1 pray t0 tl,a ism"ar,ce of a o 4 ;;i1Sir F tl. Q z W -4 W 1 • �^"' ' Jrlt� tYC: jJrri$Yl tfeGZvF�^ �.. � � _ } W U z z X00 � LU 2 -400 t�ltiNz WcAVQO til O W R- ?- U o � � oZm Ina nc � f � z oc� a . 00 - U7 'o c r � r z1z a HU0 � UcpUR tiantlip k ,r GENERAL FRAMING/LAYOUT NOTES: SQUARE FOOTAGE A55�55M�NT Uj G1_NERAL. INFORMATION: � 1) EXTERIOR WALLS: L — (Construction Type: 'Type VI -- - 15T FLOOR: 8X16 CMU W/PLASTER STucco FINISH let Floor: 1l'a"1& of (2001 I=SC - Table 600) 2X2 FURRING 4 1,5 REFLECTIVE FOAM . 4 o BOARD INSULATION BELOW 1/211 SHEETROCK 2nd Floor: 132 8f � 13 �. Unprotected, Unsprinkl�,ved - 2ND FLOOR: 2X4 0a SYP a 16 O.C. W/ TYVEK OR EQ, VAPOR BARRIER OVER I Con S Ft J 1/16" 0513 SHEATHING WITH METAL LATH �• �• �•: 2�0� of � � V - 15uilding IS LOCATED in hind-born debris region 4 PLASTER - STUCCO FINISH to Q� '_ 't _ 2) ALL WiNDOW AND DOOR OPENINGS PER MANUFACTURER'S Garage: ��� of truGture I•-l�tr��t: 2� � +/ SPECIFICATIONS FOR R/O SIZE, JAM15 'SPECS AND WIND Lanai: 18>o 8f Z. (� ;< Mean Ht, Avg.: ------ REQUIREMENTS AND STANDARDS, Entr : 115 of LU � V - Stories: 2 - GARAGE DOORS SERIES 280 TYP. (D.L.: 25 Pal/T,L.: 31,5 PSI) y -+� - WINDOW # DOOR: PSF DESIGN INTERIOR ZONE: 30 PSF DESIGN END ZONE: 35 TOTAL UNDER ROOF: 3480 of O , 15asic Wind speed: 120 mph (3-second) - WINDOWS LESS THAN 18" AFF TO BE SAFETY CLASS Wind Importance Factor: 1 3) INTERIOR FRAMING 2X4 TYP,, 2X6 AT P!_UM51NG AND BEARING ��""�� �• � � � p WALLS > 10 HT, FINISH 1/2t SHEETROCK AND VERIFY . Exposure Category: 5 ALL JOINTS TO BE BULLNOSE ROUNDED EDGES, - INDEX of DRAWINGS Ca 51 4) PLATES: iet FLOOR MAIN: 10'-0" PL -0 internal Pressure Coefficient: PER ENGINEER FLOORING: 16" FLOOR TRUSS W/ 3/4" T4G CX SuSFLaoR 2nd FLOOR MAIN: S'-i-1/4" PL--->� 20'-6" TOP PL �'�`-1 Site Plan - "EE STRUCTURAL. ENGINEERING SHEETS U..! o FOR ALL COMPONENTS, SPECS, CLADDING 5) MAIN ROOF PITCH: 5/12, OVERHANG 16" TYP. -.2 lot Floor Plan > � .Q) � AND INSTAL.L.ATiON REQUIREMENTS IN ACCORDANCE - ROOF DESIGN FOR MASONRY ROOiF TILES 2nd floor Flan � Qa,IITN SECTION boom- 2001 FLORIDA �3UIL.DINC�x CGDE, - ROOF PER MANUF. TRUSS DESIGNS BY CERTIFIED TRUSS ENGINEER 4 MANUFACTURER - 3/4" COX ROOF DECK W/ 030 FELT A-3 f=ront 4 Rear 6) FOUNDATION SET 3 COURSES ABOVE FOOTER CAP, aide Elevations CONTRACTOR TO VERIFY SOIL 5UITABILIITY FOR CONSTRUCTION a WITH OWNER'S ENGINEERING AND TESTING SPECS, A-4 let I"1 Electrical 1) HVAC 5Y OTHERS 4 2nd FI Electrical d 8) PLUMBING 5Y OTHERS 6-1 Foundation Plan _9 0 (3) INSULATION INSTALLATION AREAS TO INCLUDE: 'r N - ALL EXTERIOR WALLS 5-2 Floor Framing 7:3 - ALL WALL ADJACENT TO UNCONDITIONED SPACES AF p FZ C?v R E �' F I �J E SGhernatic n o� � `�vTIC t` �� � - ALL PLUMBING WALLS C11Y CF ATI-ANT-C EEr,Cri ull rsu� _z Q) .1 - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS B~''D NG '& `°r� rV� 76 DEC 26 0 "- rG 17 20A oof Lay o�►t IR, Schematt�- Q SHEET 5.0": Structural Details COVER 7 ReWelone ~ w LU . m a � LLo � uQ � E u � o :z � mz wIOU— �nupo o � aAoo '. � w Up zzp zzp z o u W u U j w V I 9' E3.R.L. • i---- _ ,------� ,------, ------- --- �---. I,UAL1Cl.U,4Y , ENTRY I - O LU • �. O ..� --J 20•--obi FL o D LANAI GARAGE ; DRIVEWAY 1 Z (� C Lu W OD DEC 5 90°Q'o" w ia�.00' I i LOT COVERAGES: 17 O lot door: 1916 of u c o I Garags: 411 of Lanai: 186 of -� En".. 115 Driveway: 360 of TOTAL COVERAGE: 3108 of LOT AREA: 6250 of NET COVERAGE: 49.1296 1<SITE 10LAN m 0 00 z N � 1 n Q SHEET a2'-4,: - GENERAL FRAMING/LAYOUT NOTE5: i �vlelc�ns � i 2'-4" 48'-S" Z4,-O„ 1-4": 20, 1) EXTERIOR WAI-.I-S: -- - 15T FLOOR. 8XI6 CMU W/PLASTER STUCCO FINISH 2X2 FURRING 4 1,5" REFLECTIVE FOAM 19'-10" rte'-4" '-4" 3'-101' �'-2"' 6'-2" 1'-2" BOARD INSULATION BELOW V2" SHEETROCK - 2ND FLOOR: 2X4 02 5YP +s 16" O.C. W/ TYVEK 2'-1l' 3'-1" 3'-1'l 6„ 8" a" a" OR EQ. VAPOR BARRIER OVER 31-0" 14'-4" 2'-(o X5" STUCCO FRAMED 5TUCCO �� "7/16" OSB SHEATHING: WITH METAL LATH � O 5H 43S SH 2460 WINDOWS AT S' HT SH 2460 WINDOWS AT 5' HT I 45x45 _ 6x6 G13 - - - ` - - - - - ARCHES AT 8 PL t0 8-8 PL 1 PLASTER - STUCCO FINISH W l 2) ALL WINDOW AND DOOR OPE>,11NG5 PER h1ANUFACTURER'5 4 s _ - - SPECIFICATIONS FOR R/O SIZE, JAMB 5PEC5 AND WIND U p_ -1 (� - - - - _ - _ _ - - _ - -1 - �I"C� VERir-Y ALI. - I vE �FY ALL _ �� ��� Q g'_g" r1 11'-8l' 3'-8" REQUIREMENTS AND STANDARDS, 0. Z U m I S+�EI-vINCs I �' s� l.vl>�cs I 12 x4� 'T O 5 D ler - GARAGE DOORS SERIES 280 TYR, (D.L.: 25 PSV r,L.: 3-1.5 PSI) �- p 44 I I , H18 I Tub 1 - WINDOW t DOOR: PSF DESIGN INTERIOR ZONE: 30 Here z W - HPSF DESIGN END ZONE: 35 •1 W � r I I (. 's ' - WINDOWS LESS THAN 18" AF`F TO BE SAFETY GLA55 10 Hr .I 1 I 2 PICT 1 `�' %`� s$° 14'-4„ qU - = Master I a, KT i �� ,*•�'� � gyp,, / m 3) INTERIOR FRAMING 2X4 TYP,��2X6 AT PLUMBING AND BEARING (� � � w Q cYt Q I P m at�+'� Ga' l��te WALLS > 10 HT. FINISH 1/2 SHEETROCK AND VERIFY tY z z O I o 10'-Ht, ��,�� e, - ALL JOINTS TO BE BULLNOSE ROUNDED EDGES, O U _ - r uAl Q 6'-4" ,Z 2'- tx�_ ,y�� a 4) PLATE$: lot FLOOR MAIN: IO'-O" PL ►- U U O 6�5 /��,° ��� er �� O��' 10Ht. (� p "� FLOORING: 16" FLOOR TRUSS W/ 3/4" TSG GDX w d) U Q co i 10 Ht, �` q 0 Q- U SUBFLOOR Z w r '9 X y \ LINFEN O ° ° •'� Bedroom w „ r 2nd FLOOR MAIN: 9'-1-1/4" PL--> 20'-6" TOP PL u � � � z L E cv 0 �� 41 drawer cabs- - I 2- 2 x F� u I II I 14,_O„ 8'w6„ s �' J �� �n 5) MAIN ROOF PITCHs 5/12, OVERHANG 16 TYP. Z q X Z �� = ROOF DESIGN FOR MA50NRY ROOF TfLE5 0 (K . 6 O D 2868 - ROOF PER MANUF. TRUSS DESIGNS BY CERTIFIED m open rdll3n ��� TRUSS ENGINEER r MANUFACTURER U 2- 2 r Dr - - w p g - 3/4 COX ROOF DECK W/ 030 FELT }- U _ Z z � zp ,_ „ �, , r „ � 101 3 ATH Q 6) FOUNDATION SET 3 COURSES ABOVE FOOTER CAP, 0 O 0 -4 ' �- 1� µ - - - —: -� - GYl - �1N m CONTRACTOR TO VERIFY 501E SUITABILITY FOR CONSTRUCTION U w U U 0. WITH OWNER'S ENGINEERING AND TESTING SPECS. PANTRY r, It x 9 s> wALL 1) HVAC BY OTHERS pe, 10' eAS HT. � , ({ _ O SH0P) PLUMBING BY OTHERS Covere W/ TRAY TO 12 �� ' ' a� Poundr- p r Q i Greatroom 1�" eART P I ROO c _ _ 9) INSULATION INSTALLATION AREAS TO INCLUDE: Porch ,j 0 40W !_l. q- _U scuba X Garage � ALL EXTERIOR WALLS 10 Ht. I ` �+ &8-2 g : 0 - ALL WALL ADJACENT TO UNCONDITIONED SPACES O 1C, tG a Ln O 1o' RooF PL O - ALL PLUMBING WALLS cv ' l ' ( ;0 (1 24�a8 ' ' 7 7 , �„ � u i .amu , ,i cv 10 PL z I I ° B' CLG FL - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS , ' +6" STEP `� I I `� z - 3 -6 I -4 = 1-4 3 ra - {4 DROP _X r , l Z " nl O Ujr 32:<80 packet � 20 -6 Q 2w'-10" I 10' Ht. _ l0'-1 SIC 7 11'-2'l `W E � TC O I a T 01�EN ;PlU; - Sundry O COCKTOP T�iudroom v _ o o DR E • Htr P-1 1 ,9 (2) 5H 30(00 - S' ht SH O40 - it's I FLOOR DRAIN 5H 640 U 8'-4l' 21'-8" 51.21' 4'-011 11'-0 ' _4'-2"_-"H 3040 16'-8" 10'-8" 1, 8 outdoor _ WOOD let F Shower .. �1 DECK Q) 11-411 LU 0 ,. 9'-8" 8'-Ol' 4'-10" 4 5H 3030 SH 050 - WINDOW5 AT 1' HT CLOSE'sT I 2'-21' 7 ; O _ - 9 Ht. p _ BEDROOM 03 -- o = a rq 2'-4" 14'-al' 10'-4" _ � ; � It A/C DUCT tO' C1�. Ht. — � 3 � 2 0 CHASE 246 C 14ME ROOT''( � �` 28(.08 � � ° 0 (Z �'-loll 4'-all Q lO'-4" open rallin9 06 4'-4r„ 26'-&" S Sl'3 5'_011 Z CHIMNEY O GL05Et CHASE ' AIC DUCT L. Cf4A5E U 4 0 _ CL05ET FRAMED cel I W/ 2x6 JOISTS Q � N CA Laun y Chute cA --! 13' Ht. TH I In V nity Z ) A BEDROOM "4 let Floor: 1916 or u- u 5l 2nd Floor: 132 ar - o = a o 0 Gond, Sq. Ftg,: 2108 6f z o SHEET »aW5 AT 1' HT Garage: 411 of 1_anal: 186 or SH 3050 SH 3050 61-211 2-� 5 -4 Entry: l ll5 ar 11 2nd Floor A=tt112 26'-roll TOTAL UNDER ROOF: 3480 of MASONRY ROOF Tll_E5 6" ALUMINUM FA5CIA 77 77,77 W/ VENTED VINYL SOFFITS Cie iz iz 4" WINDOW TRIM W/ 2"x2" BEVELEZ) 5ILL r-N rv" REVEAL •• F F I 1r / r 1 1 r r II-x.411 r `, l r -J r r - r , " r - r r " / r , 1 lr11 Q a 1 , , I , 1 , 1 / I 1 I 1 , 1 , 1 , 1 , 1 I 1 1 I , I I , 1 / J _ ` / - - • � - • _ r FIE'_•--=J ` 'r '` _ ' "r - r _ r, r -1 ^ .M - "- r I `r r I ♦. r r r _ lr - r. W (L r i ' r • _ ' I _ / r _ • 1 _ • • r r r ` I / r r / r J r r - r / ' I - Z � W _ ' +" _ ` ," .. ` r ' 1 ♦ w \� a O tjJU . r r !MCk 5TUGCO FIN15H c+l U ,�. R 'Nl ' �- — FRAMED 5TUCGO ARCH 4 "'N -Nm� "-N'.-N"-N �44- ATBI P!_ TO 8'-8" PL u� U ry (� 0 _. r � •-. J-r r� .. r. rt r. r r� r� •-� r, r` r. .t n .. r. r-, r� r� r. r` r-r r�..� +� � r--. r. r-. - - .`i7 m ! Z CC0 cOLUMN5 W z U p 4 CV a" 5TU '"'�� 'L u- Q z IIw_ -___1 IL J� ow- y-_ u O ZpOtK I r r 1 r 1 I , , , 1 , 1 , 1 , I , I I I' 7711 Rear Elevation Front Elevation tu e-N to -N -N /-N -N "N "N lu r r I I r I I I 1 / r I I I , I 1 1 y 'N -, -N 1 l r J ' -N 1 'a V 1 1 1 1 � 1 I . I . • _ ' • _ . _ . _ r ` ' _ 1 '- 1 1 ti 1 � S '� 1 1 1 1 1 1 '� '� 1 1 � ('� Rul "N, 'N N z 1 ♦ I , 1 , 1 r , I , ! / ( J 1 , I / , I , I , I , 1 , I 1 , 1 , 1 , I ♦ I , 1 , f , 1 , I , 1 . ' ♦ 1 O ' r "� �` r -`, '' , f r, Jr -r` r� _r- Jr � _-` _-- , «r` r / _"- /• • r-/ •` r -`+ f` r _ r/ J" ''rM1' -y I-"`/ Jr r'J'' ,� '---+ I-r_' ,r I`'r•J � 1- I-r`' � r _'`/ '� I «R' ,r I -r�r J_ r ---' . I -' I _'- � i O1 , I , f , I l , I , r , I , 1 . ( / r l . , I 1 1 I I 1 1 1 1 , ' . 1 , , , 1 ♦ 1 , • 1 , 1 , I , I r , � / I J ( / r + ( , / r / 1 , 1 , I , 1 , I , 1 , 1 , 1 , 1 , 1 , 1 , I ♦ I , I , I • ' ♦ ' • ' , 1 , 1 , , 1 , 1 1 , 1 � 1 ♦ I I , I / r • • J r .� r J • . • r r r • r • r • • r � ` I / ' _ `' J 1 -, •` r `/ •" ` _"- r -r- '` . -J- / _J- 'r --Y ' , _/' ; V - `/ /' « `' r' _ ' /" - . / _ `/ •` `' •- - r/ - - '' / _ w/ r` .. `r •y - `r - `l - - ~' -r - "r ' _. `' • `/ ." I `, /` 1 -' •" I `/ '` ' �. '! /` r -' ." 1 ' ." I•. `' . I - ` �/� ; ' �_ , _ 1_1 , I 1 r 1 r r r 1 r 1 J 1 r , ♦ r ♦ ' ♦ ' ' ' ' . 1 . ' ' ♦ ' ♦ / r r r r J . r J r ` . r r • r r r • . r J r • • r • ------- _ o � Ci Right Side Elevation12 > 3 Q) , r I r 1 I r I J I r 1 I . I ♦ ' . ' . I -N 777- 77 1 is _ _ r- r _ _ - /'N'IN e'N 1-1"N'e"N 11-1 1� "'N"N I-N e'N I` e-I � I 1 I , 1 I I I , 1 I ,J 1I-N 'IN -N. o ' N "N e-N ~ I 1 I I I 1 1 �n/ - - - - --- z 1 I r 1 , l / I / I r , 1 I , 1 , I I , I , 1 , 1 ♦ 1 . I ♦ I , 1 , 1 , 1 , 1 YJ 11. EEII 11 . ('� 1 . r r r / r r r r r r I r 1 / r 1 r 1 r I / 1 r r J r r r r r 1 , r r I / 1 / r / I r r , r , Q "• `J ' . . I , 1 , , I , 1 ♦ I , I , 1 , 1 , 1 , 1 , I I , 1 , 1 , 1 , I , I , 1 , 1 . 1 . I . I f�i[ I , I , 1 ♦ 1 , I , 1 , 1 , I , 1 , I , 1 , 1 , 1 , 1 , I , I I , 1 . I , ' ' . 1 ' . ' . ' . ' ♦ ' , ' . ' . ' � I �■ ,FE F.T I -�- ., I , 1 ♦ 1 ♦ I . I . I . 1 , 1 , I , 1 , I , 1 , I , 1 , I , I , I , I , 1 , 1 1 , ' , ' , 1 . I , ' . ' . I , I , I , 1 ♦ . , ' .eft Side Elevation - vt tans � s o � Electrical - -- - --- - -- ceiling fan globe 1 u - - - - - - - - - - -- - -� Ent r _ ---- - --- a � zW p� Master 4luS-- / �ATv i electrical panel qqu o •� - - pL 'qW ' _ � .�" - ,' (J ceiling globe Iight u 5 I .ars z� _ =3 � z _ a r 4'1 l�1te `�' 3 o chandelier ,� ° w Foe-* � CIP double: spotlight LU� m u z ZW eadro m *2 fluorescent fixture w A o �- u j LINEN �3 N � - ~ O recessed hi-hat z D u Q Q r-- - CATV I 1 I I _ - -ti - - - - - - under-cabinet Ii ht z ' z z 3 _-- g ° ooh ° � CL �- Q Q vanity bar I fight uLC u ac o Wall mount 1 az z0 wall mount 2 0 U 0 0 o V — / �, 5 PIN R c.ory Gable TV / e 11 2x'o lUA Mw , SHO Eft Telephone Jack €D exhaust fan with I12ht Roo UP 11 / outlet OPENER i�'' outlet 220v z II ,--- -� " ' � - - outlet gfi smoke detector Uj Greatroom split receptacle "1117Laundr a W HE H c switch t `•,, ''=N OIL J ottl $ L switch 3 way �Covered — $3Garlu • L - _ o o I switch double - -- - ' Porch - - -- - - -- _ __ _ ___ _ _ w _ Area - - } ©� DR ER tr, Htr i � switch with outlet `UUD� `WP water proof outlet "" (� PROVIDE POWER let Floor Q FOR FUTURE POOL Q) REQUIREMENTS U U I c 10 Glc, Ht, EDRoo 1 GAME R OM q-t A,/C DUCTCAT cJ 3 N j w 2nd Floor a � v /5 TH �J t, / \ I i CHIMNEY S CHASE l Q 0 CATV , GENERAL INSTALLATION NOTES. d T / O cLoST i 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS � �� N ON SITE WiTH OWNERS AND CONTRACTOR. -A (L = � 1 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE Laundy Chute J 'l in Vanity ADDRESSED PRIOR TO INSTALLATION. q v � 3) ALL BEDROOM RECEPTACLES TO BE ON ARC-FAULT CIRCUITS. U_ V „ COM 044) ALL SMOKE DETECTORS TO BE INTERCONNECTED. � \ Q 5) TYPICAL SERVICE REQUIRED: -- AMP, .� SWEET 0 Electrical Plans A 4 J�$VlsfOn$ � 5" 5TUCCO FRAMED 5TUGG0 ARCHES AT 5' PL TO 8'-8" PL t ` - -- - - - - Entr 10l PL I i +6 STE10' HT P � H I I , 1 4 Master -- (y u 110 HE ii WZ p � %D LINEN –drawer, ac bg • P Q 1 V lz z - - - - - - - _ ... - -- - - _ _ _ d + LL d)open railing Lu N V Q O di z I QL S TAPOVE 0 � 4OU �. / x JO15T5 U H - Lu U o . ' I Z , 7 Z o I Covered pp Powder (� U w u i U ( Porch Greatroom I Roo I 0 1 -- Fl— UP Cara e 10 FL 10BASE HT, I o i�i~tch�rr— + - I " T L,U/ TRAY TO 12' D ROOF 1~' � i L� � �P � �l I , 8 CLC- PL 44 DROP lu UIe J to fit• 11 1 z L - - - - - - — _ —� ; M- 19 _ I Lu - - - - - - � I -. I T-= F F FTTT7T:FE—= I I I L I p TFTFTTT� 1-1111111 tu I lot Fla®r Framincl P z 0 " lu O I - " =Ht- D #3 10 c1g. Ht.j 10PL N 12 , xAM� Ro >� > C N 21 -�0' Pl % 12 n IZ 12 aATH 17 r ` o �-U Q) 43 CHIMNEY77 CHASE: 0 4 4) AIS DUG j7 M4. 1i 411 u- CHAS N 20 -� FL iz 10 FL N � CLOSET I IZ N 12 5G� 4n 12 O5 V ° aun y Chute dl 9 t, TH in Va ty1201 _ N_ DROOM #4 " , v jL _ � v io Pl20'-,&' P1_ 10 P�. SHr=r=t 2nd Floor Roof Lcl%40ut a - 2 SCHEDULE „p" cT,vlU ,� Revt$tyns � c1) & STUDS STRAPPING TO PLATES SCHEDULE ) RAFTERS (CONVENTIONAL FRAMING) ' ROOF RAFTERS RAFTERS TO STUD TO STUD TO RIDGE RS TO 9 Ht - - --�i Z)Z )U TOP PLATES TOP PLATES SHOE PLATEBEAM C X 0i I WL�>r1,"51 SDIv, 5�k1,,,Sl SAN, L�TF�'(., "5ltv►�SaN, _. -M0) tC0 ��L �� 2x6 RAFTER Gl1P G C4 Ii tL 34"0 C• f5TC� (5) -10d COMMONS 0 Q ` .,DRO 1!"1 �3 u try �tao��t�.sa r• ef11EL10 1-{t �-JI Clo)lodrllZ �• � ui - N na �Cy 1 s 101 La�T�Q , o � 2x8 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (6)40d COMMON'S Lu ' G '� « zl1HiQ• P Q -- 2x1O RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE %SIIOPSOr`)� BBNfrE� # 7 2x12 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE "S1m�SAl,)" �, C � S 1} 2.LA`i0 BATP 1ir1f+lCry� - r ".1 111 V p 4 !1- 9) L J t, W � Q � ** SEE DETAIL "P " OF SHEET # 5-•3 FOR INTERIOR BEARING (I.e.! POST) CONNECTION TO ROOF' RAFTERS AND INTERIOR BEARING WALL STUDS. N Maxirrlurd,4pans pi'nN!n(eat and lruaurs to �, fnsli'!q td lnstdd of pn;uirl�s r'�� � Z "' I r f 11 1 r VA/t7 Puci c' - O 1lai�< O GHASS J I11EAVY HUOVING'DRYWALL CEILING;SNOW LOAD -"cam ~ Q Size Spacing Grade inches Inches Visually Graded Machine Stress Rated(MSR) Mephitis Evaluated Lumber(MEL) ,i I z Z %Z on center select No,i No.2 N&3 2400!-2.011 22501.1.8E 21001.1.8E 19501.1.7E r�-27 i M-19 M-1e Structural I +� 12 16.1 15-9 14-5 11-2 16-8 18.4 16-1 15-9 18-1 15-8 15-9 LOSE 18 14.7 14-4 12-6 9-8 15-2 14.11 14-7 , 14.4 14.7 14.1 14-4. 2"A ft ceA 19.2 13-9 13-1 11-5 8-10 14.3 14-0 13-8 13-8 13.-9 13-3 13-8' ; U 03 24 12-9 11.9 10-2 7-11 13-3 13-01 12-9 12 6 12-9 12-3 12-3. 1 12 21-2 20.10 18-8 14-3 21.11 21.7, 21.2 20-10 21-2or 20.5 20-1 o 18 193 181 18.2 124 1911 1971 193 1811 193 1184'. 18-11 , 015 2x13 19.2 18-2 16-6 14-9 1111-3 18-9 18-5, 18 2 17.9 18-2 1T-5 ,17.9 I! fit, TN i \ 24 16-10 14-9 13-2 10-1 17-5 17-2, 16-10 16-6 16.10 116.2 t 16.211! 12 26-0* 24-9 22.3 16-10 26-0* 26-0' 26-0',,. 26-0' 26-0* 26-0 .;26.0* iI y",� ROOI'`'I 4lu 16 24-7 21-5 19-3 14-7 25-5 25-0 24-7 24.1 24.7 23-8 24.1 2 x 1D - Cc 19.2 23-2 19-7 17.7 13-4 23.11 23.7 23.2 22-8 23-2 d 2-3. 22 8 Q �._ 24 21-e 17-8 15-9 11.11 22-3 21-10 21-8 21-1 21.8 0-8 20-1 1 12 26.0' 26-0' 26-0* 20-0 26-0' 26-0* 26-0* 26-0' 26-0' 8.0" 26-0" f 16 26-0" 25-7 22.7 17-4 26-0" 26-0' 26-0'_ 26-0' 26 0* l B D 26 f 2 X 12 19.2 25-W 23-4 20.7 15.10 28-0* 26-0* 26-0' 26-0" 28-0' ) 26 0", 26-0* 24 25-9 20-11 18-5 14-2 28 U".. 26 0" 28 Q": 25-7 24-0' G 5-iv. 25-1 _ 12"X12" CMU EMSE �/N (�.lzxlu ll gag 244 X24 XI& CONC. PAD -�-- .L DRYWALL CEILING)NO rurru lE R00M DEVELOPMENT,BUT L1Mr7ED ATTIC STORAGE AVAILA©LE W/ 3- #5 RODS EACH W14Y la o LU Size Spacing GradA 82-4 - - -- -- , Inches Inches Visually ended Machina Sinn Railed(MSR) Machine Evaluated Lumber(MEL) i, , i, 11 on centur 21-411 48-8 24 -O 7 _4 sUrc1 Struclenl NA1 40.2 Na.7 24001.2.0E 22501.1,8E 21sp1.1,eE 19501-1.711 M-27 x1.11 rd-U - ---- _._ 18 10-3 10-0 8-10 8-1 10.7 10.5 10-3 10-1 10-3 9-11 10-0 5"XIrp" CMU ON A CONTINUOUS (� iii 4-4 9-1 8»11 T=1 9-8 9-6 9-4 9-1 9-4 8-11 9-t z x a 10"X20" CONC. FOOTER �'-2" -1'-2" T-2" 19.2 8-8 8•7 8-5 6-5 9-1 8-11 8.9 6-7 8-9 8-5.. I p-?,- 12 6-1 3-0 7-6 5.8 6-5 8-3 6-1 5-0 6-1 7-10 8-9 W/�- '05 RODS' CONTINUOUS. �I, it SII 811 1211x1411 MON LITHIC FOOTING � � 12 18-1 15-8 15-8 12-0 16-8 18-4 16.1 15.9 18-1 15-8 15-9 1e 14-7 14.4 13-6 10-8 15-2 14-11 14.7 14-4 14-7 14.1 14-4 2 X B LU/ 2 5 R S CONTINUOUS. I to 19.2 13-9 13.8 12-3 9.8 14-3 14-0 13-9 13-6 13-9 13-3 13-8 4 ------------------------- ED 24 12.9 12-0 11-0 8-9 13-3 12.9 1 - I 13-D 12.8 12-9 2 3 12.6 I _ _ I II I I I I I 12 21-2 20-10 20-1 15-4 21-11 21-7 21.2 20-10 21-2 20-5 20-to i� 1 Id I I I I I ie 19-3 18-11 17 5 13-3 19-11 19.7 19-3 18-11 19.3 18-8 18-11 I - _ _ - - - - 19.2 18-2 17.9 15.10 12-1 18-9 18-5 18.2 17.9 18.2 17-5 17-9 i i rt -r-% _ _ Ic I i 4I- C� -��I, J 24 16.10 15.10 14-2 10-10 17-5 17-2 16.10 16-6 16.10 16-2 16-e ; i I ( ' a`�I j� I cry crl I cn 12 28-0* 26-0• 23-11 18-1 28.0' 26-D' 26-0* 26-0' 26-0' 26-0 26-0` I I r I If01 ; / 1 --------------------- ------- -..__ I ewe 15 24-7 23-1 20-9 15-8 25.5 25-0 24.7 24-1 24-7 23-8 24.1 2x10 , I L _ _ _ - _ , 19.2 23-2 21.1 18.11 14-4 23-11 23-7 23.2 22-8 23.2 . 22-3 22-8 24 21-6 18-10 16.11 12-10 22-3 21.10 21-6 21-1 21-8 20-8 21.1 ; ; ry,l (; `�` �i` �, ---------------------- _-- SINK SLAB -4" These spans are intended for use In unclosed structures or Wl1Br9 tf10 meisturs Content In use does not excsgd 19 percent loran extended period of time unless the - table Is labeled Wet-Service,Applied loads are given in pst(pounds pot square fool).Deflection is limited to the span in Inches divided by 360,240,or 190 and Is based on live load only.The load duration factor,Co,Is 1.0 unless shown as 1.15 or 1.25.An asterisk(*)Indicates the listed span has been limited to 26'-0'based ELEV,; 0".0 on avallabillty;check sources of supply for lumber longer than 20•,Highlighted sizas/grade5 ars NOT commonly produced. I I �) " I I MAX7+11(IM SPANS:SOU77iERNplNB 10157'S RAF _ i i L� xIU EDGE �/ MAXIM IJMSPANS: SOUTHERNpINv16157'S&RAIlus 1 I �" #5 ROD CONT. / 'rw ,� I I y•_. 5OIICHFRN PINe COUNCIL 12"x12" CMU BASE ON ,�, �" I 11 I 24"X24'X1&" CONC. PAD I 1 t� r i. ..�• ».a„ . ..w. .. �,... . .. .LL �.., . . ) .. __.. . ��� s 2.4 -o ; I 4 r m uJ/ 3- 5 '.ODS EACH WAY .. q 'F �.. _ .., _.•-- - - -F 1'-4" �o - --------- --------- 1 __----w_-___- ,I.u..•.,w,�rrx•. M+..a-- ..w,.r..Y-Y- ....,..nw.- .r+w...• ,.. .w .. -...,,.._ .,.•, ,...- ....�... . I r 1 1 x I eLU YJ 1 UNLESS RULED 0T'}ICRWISE By THE 501E ENGINEER OR CONSTRUCTION ..�_r.._....,w..,,-... - wM..l-.....�... .,-..,�_.,.-�-.... . .._..�.,r.....,._., ..._-- ... : .......: ....... . . ...,, }�'���/�/ -- r-.w�•-.rvx••,w.-,.._.+........r,w......«..-.--,nw.,-..._.a_.-µ.._,.-.n•,.:..-.,tee..„ ...; ........,... ..�,..<.:..: _.. .. �f�w�I• IO / J\ PROFESSIONAL THAT IS FAMILIAR WIIN THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEB SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE � 2'-14 6'- 11 � � EV*. r�,� OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL cit , , ; 1 ._.__�_ DOES NOT CONTAIN POCKEIS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, 1 I UNCONSOLIDATED CLAY, ETC,) THAT MAY CAUSE FUTURE DETRIMENTAL I cv ' ' EL�V • D � •�,1'U ' .or)rr F1 I,arf 1 1 J11 I 1 �• 1«011 ..1 1 , •' w R .•... .....•« ..,,...... .,,.•.,,,„. .,...,...,...,-....,,,w, 1 STRUCTURAL SETTLEMENT. � „fir,) �+ �, .t��. HOWEVER, fi ft. DEEP 50fL BORINGS SHOULD BE PERFORMED TO ESTABLISH ' - 1 1HE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF 90RINGS SHALL I ' ` BE RECOMMENDED BY THE SOIL ENGINEER. �pM"+ IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I,E, 25 ft. DEEP SOIL I V �m / I I t° ' I �n 1 I I 1 BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: I •: 1 ly lltlr UNDERSIGNED (LE. ENGINEER) WAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW - I FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE Q � i I I OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDI110NS EITHER I ' IU) .4" CONC. SLAB W/ &Xg #10 11 ,W.M, l�l�`JI w. „ N. - I t t THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED cv o I (j i i� I�( �I - ..,Sj{,V� I -4 1 r I 0 I I I I O SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS cy ( � ; iV ON A (�-MIL 1fAPOR BARRIER F=!C' pR ip CCMMFNTCUdG WITH OR FOOTINGS HUNK MAY HAVE TO 113E IMPLEMENTED I i I� OVER CLEAN GOMF'ACTED L� JJ ``r� rr a I i� r V 20 X61✓ °EDGE / I I I I O I ' TERMITE-TREATED FILL I 1 1 1 Q a i I40� _ (3000 PSIS - ... - *5 ' C N I >� I 201-�I I � t I LL- 1 J/�� . 1. (r__ I ... _. - r. L I _II _� _1L�1 __ - ----- -------------- ------------ --------- _____________________________ . ____--_____---_-__---- ---_-_-_----_--__-__---____-----___-_-__ ----- -_ � :j--_-------_-_-_ ----__ _ ` I -- -----__-- 1 V I cn �, I II ! -••__...._...._----^__,-_-__-'_'•"____,-_.-___--.._..---------------------------------------------"-------------------'----------_-------'------------�----__--_-------•-----,^�-,..._--- T-�'�Tr��� ----- -------__--_'- -- --------•--_-_ -01 Q 1211X " MONOLITNIC FOOTING „ , 111?,Z4III a -o 13'-411 11 L -� SWEET W1 2- 05 RODS C ,NTINUOUS. - 5"X1&'r CMU ON A CONTINUOUS 10''X2011 CONC. FOOTER W1 2- 05 RODS CONTINUOUS Foundation Flan I I 4 Re�•tetdn8 (� a" STUCCO FRAMEt-) 5TUCCO ADDITIONAL NOTES ON REINFORCED CONCRETE MASONRY CaNG � •iYQE.Q cow,&rn.TVe"A" ��c�e Vin•w rp���," � _ CoN� �m•T�pG �' ! - - _ , _ wzxlz� - 2 � ARCHE5 AT 6' PL To 8'-8" FL (3)13!`1x0 (,VL�� EXTERIOR WALLS AND STRAPPING. _.-- rrrT= 1 » EXTERIOR WALLS SHOWN AS _ INDICATE 8 " X 8" X -� htry , i 16" REINFORCED CONCRETE w _ MASONRY WALLS. I I I I 10 REINFORCEMENT SHALL BE #5 STEEL REBAR ON Ga" 0 C I I - I - �� • ' I +fo STEP !z' �3°� cz) ��t(0 I I fit— I I c _ �.- -� e O HORIZONTALLY. 1® T .� _ ____ IY1�1Clil�t pas �'-�CL (�(�1IU q� � VERTICALLY ( MAX.) AND #9 GAGE STEEL JOINT I I 41 r-J I �, (p REINFORCEMENT ON 16" O.C. (MAX.) � Master I � �---- a 2. EXTERIOR WALLS SHOWN AS r lu INDICATE 8 X 8" X "' `� `y / r a zlu 16" REINFORCED CONCRETE MASONRY DESIGNATED SHEAR 1 I I ; 1�- -� 4� , WALLS. REINFORCEMENT SHALL BE #5 STEEL REBAR ON II " 1 h., - o" MAX. O.C. VERTICALLY AND #9 GAGE STEEL JOINT II 5�9 "-,�= �-' - " w REINFOCEMENT ON 16" O.C. (MAX.) HORIZONTALLY. I I 5� �'Q� I e rOOft, ��I I_� R " ��) 13�`(X �(o �,VL W PCZ)��1(v p ffi EV � 1 $cam P v s p d 3. SPOTS CLOUDED AS INDICATE LOCATIONS WHERE xi ! COP>c�m `�P Fl o t� lf�"TAT! ► � POSTS SHALL BE ANCHORED AT TOP AND BOTTOM AS �� T . - __ ._ � . .�.�. .w Ql�� 55U FL �b�sTs[�1 17 C1�G (Z)2X`o • CEILINCV OI..�IS LcGe � G' OuN� L o � -w. . lots IL 0 - - _ _ _-t _ N _ ,.� _ __._ _ _ �_� �__- -__- _ . _ _ SHOWN ON DETAIL "A" OF SHEET # ,,�3» .__ - U- _ . open rail(n� , W 4 (� cq Q ° r Y 0 U ~ TS 4. ALL EXTERIOR WALL OPENINGS OTHER THAN THESE r--- --- - -- - --- - -- - -- - -- - ---- - -� - --- - J MENTIONED ABOVE SHALL HAVE THEIR IAMBS STRAPPED TO y w �YP #ZC 2�t~D•G z 4 � O >_ � TAC3ol11Y o � a4o THEIR HEADERS AS SHOWN ON DETAIL "B" OF SHEET #�"-3• �- J015TS 1 ~ 0 ��91tA'fs 2.xlu C s u o Cc .4 Ld S. ROOF RAFTERS SHALL BE STRAPPED TO TOP PLATES OF BEARING S QZ I Cva�G 0 „ „ � Covered D STRAPPING _ `` Pd ler WALLS AS SHOWN ON SCHEDULE A ON SHEET #, "•-� � �� t ire tr00 "� �� .� � Roc WILL BE ADEQUATE 'TO RESIST SHEAR FORCES ACTING I 170rch _ (�/ 1 SIMULTANEOUSLY WITH UPLIFT FORCES. 4 w� . 1a- Ht: I P Gra e 10 1~'l� 17 o 5ASE HT. -� K tchert-- Y ' +6" STEP W/ _ fRA 0 12' u' - i 6. INTERIOR WALLS SHOWN AS INDICATE STUD WALLS I + I I 1Q THAT SHALL BE CONSTRUCTED OF 2X4 STUDS ON 16 O.C. IT GL �L a SHEATHED ON BOTH SIDES W/ 1/2" GWB . SCREW SHEATHING �a ----- j • , TO STUDS W/ V/a" DRY WALL SCREWS SPACED ON 7"/7" O.C. �� I =�- II �' �- q I tic r. 7' ��' •" �"' _ - SII4 I nJ U�� 1 Ht• NJ r - - - _____ - - - ---- - _ _ _ 1 _ � U tmm m O I I I _ �77 ,.. cl cows Orl. .r.��;E ;��,., _ .. CpNc, .�(Y� �.��c "`�� +ColaU wm.Tv(�EP, . �•��( „�„ coN� gm.-s-cPc �•. a - - r� Framin!a } Jc to P�. ao -� �� Of4rx STOILY � �100 +fir , 1"I t ;i 00T 21 -6 PL � N � �� TABLg $OR DECOND FLOOR SHEAF AI=9 .VRAMINd (set Ovid Floor" r THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THS FOLLOWING W � � ' � ► W A"s POO I!W � 1 - 0 CRITERIA UNL3.88 NOTED OTHERWISE IN THE TABLE:- A) WOOD SHEATHING TO STUDS NAILING SHALL BE SD COMMON NAILS, $) - GYP. 8D. TO STUDG NAILING SHALL BR 5d & 6d COOLER NAILS FOR 1/710 l 0 i 3/8" THICK BD. RESPECTIVELY OR 1--1/4'0 TYPE 8 OR W, 15 SCREWS k "y `" FOR EITHER BD. THICK. C) FLOOR TO FLOOR ANCHOR TIES SHALL PRODUCT 0 CODE. YAP1SF r "SEMCO"r ANCHORS. SEE TABLE BELOW FOR SPACING. I `v O DESIGNATION REQUIRED, SINGLE OR SHEATHING FLOOR TO FLOOR - BREATHING DOUBLE TO STUDS ANCHOR SPACING SHEATHING NAIL SPACING 7: , _. _ __ _ � c81,ocKEa) 51NGGE 4/1Z lr// ! ry DRDC7 "3 -) GI Ht g 61,061,6 OIL" N/A � V.�. WOWD) - c 7iir; os� �vIlVC�cl✓i 3/I z ' N//� , 10A Ro _w.., -.. w_...._,. ... _ .., ADDITIONAL NOTES i-� 12 _.,......,_-........ ....._..._. . ... 1.1� 12 1) FOR LOCATIONS CLOUDED AS USE (00E)_ M o n 9L N o• l� _ sl m SOO", FLOOR TO FLOOR• TENSION TIE. , � ��� �} ROOF d F FRn m I N c- 1.r,&EN D P LOCATIONS CLOUDED As 7 USE (1,00 )- M o.D E L N v• YLOOR TO FLOOR TENSION TIE. _ 3) ALL MERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED .-. ,rye � � o AT TOP AND BOTTOM AS SHOWN ON DETAIL ���j" OF SHEET # 5.-j• _.. , -_ _. _ _ ._ CHIMNEY � ..., � 4) ..FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M09 5 L N a- t`5T113 �- — l ,y � «�, 411 � 0 Sim ? 50 W, SPACED ON 3z." O.C. SEE DETAIL �•�•� ON SHEET NO. CHAS FOR COMPL' ETE VIEW OF THE REQUIRED FLOOR TO FLOOR STRAPPINc3. A I. �u ��. Arc nuc ,. � �,� -.,. T N,�I E i 2 x(n S �. �,, '......-. ..._..,.o .. _CNA5E <, U I FTS CLS I (,"a c 1N91GA'T1�5 Nxy la to Pl.. OIN _� ,a RI Gtr s o N ( 12 Is Gun y C uta All � � n �' � 9 t � TN � n v� ty '� O 4` N EDfR00M 04 201-6 L CA U � 3. M I Io 1~'1, 20 -� Pe w 10 PL SH ET " e LJO ENGINEERING, INC. w .` . e. #,. 963163 BROKEN OAK BLVD. 2nd � lGar"zo_3� Roof La out JACKSONVILLE FLORIDA 32257 Ij ENGINEER OF RECORD : LOUIS GABRIEL P.E. # 393.160 4204 f�, 0or 5Vkt r14 : 4 f PH. #: (904)-260-1934 DATE: 1 " ail• " Gam- ('� -.�..-...... (' �\ t/Z'�PL'fr;�Qp� ON - 8" CMU/ FILL CELL WHI RE VERT. 2x4 STUDS SOLE \ SO PLATEL BE WClgb p,(1F4EI�S9 24 D.C. REINFORCEMENT IS RE'(a'I), I 0 16" O.C, ANCHORED TOSLABW/ •i• I 1/2"0 x 7" I.G. EXP. BOLTS i $ P.T �4A'rE W/ 1/Z. x 14nLo►0 G A 2`(D C :� 4" CONC. SLAB W/5x6x1D/10 W.W.F. I 6x6x 10/10 W.W.F.•-- AT 4B" O,C• R-30 INSULATION 5-S5 S cN�g 01.E A 0 Hl✓GT S-1 I >z R t c�rJ� ST�c�P P I N G- 1� �.� v • -""- �•:-�-.' ,, +°"• Fo� Hu I " 6 MIL. 'J.B, OVER CLEAN, J...' � ,- ,•' .+••. I 4 2x4 -T11: WELL COMP TED TREATED FILL GENERAL STRUCTURAL NOTES: G w j I_ (2)-#5 RODS CONT. 2x4 SUB FASCIA ` 'W' -" HE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL r 8" #5 RODS DISTRIBUTED zd/ I 1) IT IS T REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF BLOCKS C.M.U. KNOCK R -! GALV„ METAL EAVE DRIP 1 ON >OR E E T, UIER9 FOR HO. J I INTERIOR THICKEN SLAB DETAIL I CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE BLOCKS r�EINFORCED W/ (1)#5 RODS I ��❑N 1xR P,T, NAILER T REINFORCEMENT, USE 9ga. HORIZ. JOINT CON ALL APPLICABLE CODES AND REGULATIONS. AS SHOWN. FILL FULLY BOTH BLOCKS I REINFORCEMENT ON 18" O.C. (MAX.) I-- --- -- - - •-- ---- - -- --- ---- --- - -... �y WITHWITH CONCRETE. -1a 1-•111 I , t 6xGx10/10 W.W.F. !.( I ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR ---LsrFf36�" t^'tpN"SLAT � (� !x6 FASCIA I�1- i ._�=� 2) THE CONTRACTOR SHALL VERIFY CON N !STA FLAT ST 3 SPACE O 32" 0.c. I ,,TO COMMENCING WORK. SPACE O 32" O.C. (MAX) I --- 3/e• PLYW❑ipD SOFFIT W/'4' ' I., (MAX,) SCREENED VENTS ON E4' C1,C, -.] ' •.� I_ I '• ' 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, i 16 • `-- NEW 1x6 FRIEZE BOARD * '. ' r" i 20"(W)x 10"(H) CONCRETE FOOTING .•',- ---� ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PIT CHES AS MAY REINFORCED W/(2}- 5 RODS CONT, BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. i I (2)- 5 RODS CnNT. E3" C,M.U, REINFORCED) VERT, zO'' I �`• W/#5 RODS DISTRIBUTER TYPICAL FOUNDATION DETAIL THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR , AS SHOWN ON SHTA'5-Z 4) )REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. SHOE PLATE USE 48a, HORlz, JOINT REINFORCED MISC. FOUNDATION DETAILS ^D I INTERIOR STEP DOWN DETAIL TWO (2) LSTPr 31C Q 16• ❑,C, (TYP), FILIL CELLS W/ 5) ALL DETAILS AND'SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND EL8TSTJO?� 51Kfso0" CONCRETE WHERE VER'T1CAL REINFORCEMENT (NT,S) SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK TYP. SECTION 0 EAVE 2 IS PRESENT EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. � ONE STORY 5- GON'T, zxa•5c,ae FROM TOP ro RECESS SLAM 3/4"x 1D" WIDE BOTiTOM CHORD TO SERVE AS NAILER AT GARAGE DOOR 8x6x10/10 W.W.M. 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED RIM JOIST (N,T,S,) FOR X-BRACING o 8' O.C. ( -- (yt �WR FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING RIM JOIST N ONS TO THE DESIGNER PRIOR TO COMMENCING WORK, r 4 •; x " . �. Cq DIT! � PROVIOl: CLIP FOR 4W ibs. ��' �•�. •.•�, ' `• DETERMINE ERECTION PROCEDURE AND STUD TO STUD STRAPPING � BorraM CHIDED of COMMON of LATERAL, SHEARI,ITI- 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETE TRUSSES a 24" D.C. �" ' • ---1T SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND iT'S COMPONENT PARTS DURING 2x SHOE PLATE BOTTOM CHORD OF GABLE "� rr- 2)-#i5 CONT. HOOKED ERECTION. SHOE PLATE 12d NAILS o B` O.C. "•- END TRUSS .. & TIED AT CORNERS (2) 2x12 BLOCKING do LEDGER MIN. 18" CONSTRUCTION NOTES: TWO (2) -LS1t�TL 1,5TA31,;'S,N`P�aN;Ftft,; STfR(,y (�) t2d NAILS • CONCRETE: "StMpSO� SPACE O 32" O.C. LSTMU,%1"$0.4,STRAP ON 32' 0•0. pOUHtE TDP PLATE (MAX.) NAIL TOA?)Stag fi RouN& ?.T, ?I,ArE 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI STUD TO BAND ,}01ST STRAPPING Two (2) -Lsrt�sd COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. "51�s - TURN DOM. SLAB DETAIL (1) 2x6 P.T. PLATE W/ 1/2"# x (D"'LONG j� U . CH OR BOLTS INTO N`i'EL O 24" O.C. 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFiCIAL SOIL OR UPON Design Criteria 8"x8"x18" C.M.U. KNOCK OUT I STRUCTURAL FiLL COMPACTED TO A DENSITY OF'AT LEAST 95% OF STANDARD PROCTOR MAXIMUM - L •�' "' BLOCK REINFQRGEp W/(1�, 12pD " � p{�{ DENSITY, (ASTM 01557) FOR A. DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. 1. Live Loads LL 2x4 BLOCKING o 2`t O.C. BE:TY�EEN A5 SHOWN. FULLY FI BOCK GABLE END TRUSS ANO F1RST 2x4 BLOCKING O 5HEATHiNG JOINT BLOCKING REQ'D, 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS.- Roof...........20#/Sq. Ft., Floor.........40#/Sq. Ft ( Joist Top Chord) WITH CONCRETE. - COMMON TRUSS ' 4' FROM GABLE END 2x4 OUTRIGGER BETH'EEN OUTRIGGERS 0 I COMPACTED STRUCTURAL FILL. THE BEARING' g• S"x 8" PRECAST LINTEL a 48' O.C, WHICH WiLL REQUIRED PROPER COMPACTION. R N / 7/t 6" sTRucTURAI. ROOF sHEArHINa �� HURRICANE CLIP H-2.g 2. Dead loads......., Floor ##/Sq. Ft. (Joist Top Chord) (7.6 5 AC AL) /( STEEL RODS (3) t2B, • OR EQUAL p 49" o.C, LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED NAILS � I' PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) 5#/Sq. Ft. ( Joist Bottom Chord) I FILL LID WITH CONCRETE U-HANc>R I / 7,.n4 BARCI= RA�'fER CONT, SHAM BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, Roof........20#/Sq. Ft( Heavy Roofing) RIM rolsT OPENING CONT. 2x4i4'" C, LATERAL 4) REINFORCING STEEL BRACE o yy.,.a.c. ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, 2,Wind loads SHINGLE STRIP ISOMETRIC VIEW / I w`-FASgA 5 ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE Three Second Gust Wind Velocity Per FBC-2001.........130 GO�JG gM• �'fP �� •� SN0IMNG LATERAL BRAG TO/ LAP SPLICED A MIN. OF 36 BAR DIAMETERS 0R N24%FO WHICHEVER IS GREATER UNLESS Mph, I(importance Factor)=1.0, Wind Exposure`"C", Category"11" Building GABLE END TRUSS K194 x-aRAGNv I TH RWISE NOTED, CCPi=(+)Or(•)0.55 ( Partially Enclosed Building), SHOE PLATE -PLATFORMS FRAMING- j . 104. `-TR SS DRpp 3-1/2 END 0 E N (N,T,S,) , 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. 3 , Components &Cladding Design Pressures kkk : s • 2x4 SCAB CONT. TOP 70 I ( I MAX. FOOTINGS (TO MAIN REINFORCEMENT)•............ ....... inches TWO (2)-L S*1T10 G 12 BOTTOM CHORD o e Lt, Roof(Anywhere)= -76.8 Psf, +12.47 Psf FROM GABLE OPENING SLAB ON GRADE.............................. .....................•.CENTERED Walls : Zone."5" is within 3 ft, of corners, Zone"4" is Anywhere Else s11��sce%-twesl 112"OO.YWD�D 6N • WOOD RAFT';.ft5 g 2:4' C.C. I 7) HORIZONTAL BEAM AND FOO11NG BARS SHALL BE BENT 1'-0" AROUND CORNERS OR Zone Effective Wind Area[ sq.ft) Pressure s�xr�Ps -0" LAP SHALL BE'PROVIDED. 4 10.0 30.4 -33.(1 ( CONT. 2x4 SCAB FROM TOP TO CORNER BARS WiTH 2 20 0 BOTTOM CHORD o x-BRACING 4 29.0 -31.8 " " NS-1 2w B IS Nor PRESENT I (VERTICAL IVHIGGHER THAN�4ay R-•30 INSULATION FOR AAFTr�R 57RR�P Nb f•, 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT 4 50.0 27.2 -29.8 DETAIL p TO FORM AN "L sHAPE REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES 4 100.0 25.9 -28.4 BOOR TO FLOOR STRAPPING ( 12d NAILS (TtiP) I ' SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 5 10,0 30.4 -40.7 A x-BRACING BOTTOM CHORD OF cN.T.5.� GABLE END TRUSS 5 20.0 29.0 -38.0 K r '� 2x8 P.T. 9) ALL REINFORCING DEI AILS SHALL CONFORM JO MANUAL OF STANDARD PRACTICE FOR 5 50.0 27.2 -34.3 OF TRUSS NOTE; DETAILING REINFORCED CONCRETE,STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 5 100.0 25.9 -31.6 NOTUNSE Gt D LENGTH OF LENGTX-SRACINO MAY OTHERWISE ON THE STRUCTURAL DRAWINGS. Zxa SUB PAGLIA NOT EXCEED 10 DD IF LENGTH DOES 1/2-Ox 10" LONG 5/S" SHEET ROCK .-/ EXCEED 1D R., ADDITIONAL SCAB I5 RI:Q'D. `J--BOLT" O 48" O.C. 10 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS plus and minus signs indicate acting toward and away from the building surfaces r ) 2x4 FOR CONCRETE' ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (2)_2x6 DLA GALv. METAL SAVE DRIP CONT. 2x4x8' /2 S,tP CMU WALL FOR BUILDINGS" ACI 301. ON 1x2 P.T. NAILER Lg1TFiAI 9RACE oZy"O.C. 2x4 BETWEEN CAO O O,C. 6ETWEEN GAE3LE !k FIRST TRUSS � Zx6 oY Zx� '1/2" SHEET ROCK 1x6 FASCIA PLATFORM FRAMING^C MANY GollerT,e hd,lel ---- 3/8' PLYWOOD SOFFIT W/4' wl(8)�iidcorrnuw ma:.Q t at tact,end 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SCREENED VENTS ON E4' O.C. IZ GABLE END MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH . , OF 2000 PSI ( f ' m = 1500 PSI ). 16 �-- NEW 1x6 FRIEZE BOARD 2x ® 16" D.C. WITH � HALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. R00F 15T�3G• 51M S •R--19 INSULATION 2) MORTAR S RAFTER N3,'s IM�dprJ', CL IZ �CA• �� 1TR� s � � 2x12 BLOCKING (' . 7/16' O.S.B. SHEATHING, Ilt (�L'iWoala�N WOOD RAF"IEAi 8 241 O.C. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS--TYPE WITH FTr=� p 1.0�� A•�s �zu 6 In, LAP AT ALT. SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In, O,C- SEE SCHEDULE. "A' S 3/4' T&G CDX SUBFLOOR 2x SHOE PLATE R-30 INSULATION j(d,cy - ON PIANS 2xs PURUN LSTA2'-t �� 5 C �9U U „A II Of S EST i; WOOD FRAMING q SBaAc F01� 1fiVRR1Crr�NS STRf1�fING �: FORMING A 2x12 EL3LOCKING & LED.GER ��� "T• SHAPE ® 48• G.C. E 1) ALL WOOD FRAMING SHALL BE SOUTHERN YELLOW PINE, #2 GRADE, FABRICATED AND INSTALLED 135 Mw. PER RITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. Z57A "ill�Rsap` STEAD DN 3�" O.C. 2x4 HAVE THE FOLLOWING'MIN. DESIGN VALUES: NAIL '�n � �SNq F�ROdIJ0 ..�.-r. pLA'>~� 2x4 SUB FASCIA 2) ALL STRUCTURAL WOOD MEMBERS SHALL. EXTERIOR SEARING WALL I.M. YFNEER LUMBER 5/8" SHEET ROCK 8" WOR P.T. PLATE W/ 1/2'0 x 10 LO11G 8"x8"x16" C.M.U. KNOCK OUT -� GALV, METAL SAVE DRIP 1NTERIGR BEARING WAIN � AN r SAWN LUMBER CHOR BOLTS INTO LINTEL 0 24 O.C. BLOCK REINFORCED.W/(1)#5 ROD ❑N !x2 P.T. NAILER Fb = 1200 PSI Fb = 2,500 PSi AS SHOWN. FULLY FiLLLL BLOCK V M 90 PSI Fv = 285 PSI FLOOR JOIST B' C,M,U, REINFORCED VERT WITH CONCRETE, F t (SEE FRAMING PLAN) ( W/#5 RODS DISTRIBUTED Ix6 FASCIA 88O'.-PSL 11 -0 MAX. �ar x6S t3F SHEETS-L AS SHOWN !CIN SHT,#.5-,L • FC1 = 565. PSI �� _ FC1 = , ,q. o„(Mhx) r vcgz 3/8 PLYWOOD SOFFIT W/4' Fc = 1,500 PSi Fc 2,900 PSI (1 9"x 13" KNOCK--OUT I USE 9ga, H❑RIZ:, JOINT RFINF12RCED 8"x 8" PRECAST LINTEL SCREENED VENTS ON 24' O,C, E = 1,600,000 P51 E = 2,000,000 PSI C1.U. BLOCKS FILLED W/ CONCRETE I 2 161 C],C, CTYPb, FILL. CELLS W/ W/(2 STEEL RODS �ETAIt " ",TYPICAL INTERIOR BEARING DETAIL & REINFORCED W/ (1) #5 RODS CONCRETE WERE VERTICAL, REINFORCEMENT FiLL � WiTH CONCRETE- B" NEW FRIEZE BOARD 3) ROOF &_W SHEATHING SHALL oREA 711 ORIENTAL STRAND BOARDS (OSB) OR BETTER, I _ EXTERIOR WALL OPENINGS g AS SHOWN IS PRESENT SPAN RAZED �OkZ ROOF' RAFTERS STRAPPING 4 TOP do BOTTOM 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WiTH MASONRY, CONCRETE 01T,S,i . _ TYP C /� /�_ - - --...--_......._ ON M � � , N.r.s. ( I i'�. SECTION � EA��'lF�; � �V1�G �{�� ��p�w r A, TWO STORY 5= (UT,S) _ -� -� 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY HPPED GALVANIZED EACH SCHEDULE "D" APPLICATION. FASTENING SUBJECT TO MOISTURES FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS A-153-80, (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) RIM JOIST OR BEAM 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. OPENING WIDTH IN FEET Zx SHOE PLAT 12 FASTENING SUBJECT TO MOISTURE SHALL BE .HOT-DIPPED GALVANIZED TO ASTM A-153--80. UP TO 3'-0" 3'-1" THRU 6'-0' 6'-1" THRU 10'-0" 1/2- M000tfl 6N S WOOD RA MERS @ 24' O.C. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, LINTEL * (3)-2x8's (3)-2x1O's 1(3)-2xl2's (2) 2x12 BLOCKING & LEDGER LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 NG CONSIDERED G�TA3t;. "Psoni,STRAP ON 32" G.C. ZX$ P'r• V07-6 WI11�; SCHEDULE "A" u RAFTERS & STUDS STRAPPING TO PLATES SCHEDULE (CONVENTIONAL FRAMING) ROOF RAFTERS RAFTERS TO STUD TO STUD TO RAFTERS TO `W' ca Ht - - - ** TOP PLATES P T PLATES SHOE PLATE RIDGE BEAM _ _" �t)ly L)0 ..___ Hz�� .,SI SpA7� 5�N'„�'t SON. L'•�Trd::'t'.. 0)113,111"NSNhp5PN, X 1(D LyL 1 O x Q ?xfi RAFTER C(-t P �' 3;L 0 G N A kL 3Z*O-C- fid;TO (5) -Wd COMMON'S ;L'1MR0 M *3 Q W�Clo)locl�l'IZ" A1�0:1�1� P.�• N1.f11"w � �O �i Nt � � - • 20 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (040d COMMON'S e - sAME F 0 /I"1 .�- s _KEG Iris 2.x b 51 2- Luz L j 's Q Z �rro „stm sena' 2x1D RAF1'ER SAME AS ABOVE SAME AS ABOVE SAME A5 ABOVE P ;� � } c0 lU s4to�w Lx to S,fp-ttl, LU 2' f [a 2t*1 u n G 2x12 RAFTER SAME A5 ABOVE SAME AS ABOVE SAME AS ABOVE 'SovyS4W, h ** S-M DETAIL "P OF SHEET # 5-•3 FOR INTERIOR BEARING (Le.; POST) CONNECTION TO ROOF RAFTERS AND INTERIOR BEARING WALL STUDS. M.rxLrrorri.vpurreyiyun In roof gird wAJIoe " InsfdafahisideorLcr,i,ryx swevEssaid /y. A/C r)_ f III 1 1 1 1 f 1 1 - r GHA69 HEAVY ROOFING,DRYWALL CEILING;SNOW LOAD 1 r ' w •_ - �-^ m1c 1 � F- Size Spacing Grade `'Machine Stress Hated MSR Machine Evaluated lumbar(MEL) inches inches Visually Graded (MSR)On confer SelectM-14 111 V V Structural No.t Ns 2 No. 2400f•2AE 22511f•1.BE 210a1•L8E 18501-1,7E Ilti-23 I M•18 "�eJ I' 12 16-1 15-9 14-5 11.2 16-8 16-4 16-1 15-9 16-1 15-6 15.9 G�O$C lid �X 6 18 ia•r 14-4 12.6 9-8 15-2 r 14.11 14-1 . 111.4 14.7 14-1 14-4. 2"A ft CeA � 19.2 13-9 13-1 11.5 8.10 14-3 14-0 13-9 13-6 13-9 13-3 13-0 24 12-9 11-9 10-2 7-11 13-3 13-D. 12-9 12.6 12-9 ; 12-3 12-3 12 21.2 20-10 18-8 14-3 21.11 21.7, 21-2 20-10 21.-2 20-5 20-141, I� �r���• 18 19-3 18-1 10.2 12-4 19.11 19-71 19-3 18.11 19-3 16-6 13.11 2 x 8 19.2 18.2 16-6 14-9 11-3 18-9 18-5, 18.2 17-9 18-2 17-5 17-9 '! fit' T("1` I 24 16-10 14-9 13.2 10-1 17-5 17-2 16-10 16-8 16-10 116-2 f 16-2111 12 26-0" 24-9 22-3 16-10 26-0" 26-0' 26-0`. 26.0' 26-D" '26.0 26-0" 4! r"jEQROOM 18 24-7 21-5 19-3 14-1 25-5 25-0 24-7 24-1 24.7 1 23-6 24-1 r 2 x 1 0 19.2 23-2 19.7 17-7 13-4 23-11 23-7• 23-2 22-8 23-2 Ii 2-3 22-8 C, 24 21.6 17-6 15-9 11-11 22-3 21-10 21-0 21-1 21-0 t. PO-8 20.7 12 26-0" 26-D' 26-D' 20-D 28-0' 28-D' 26-0` 26-0' 26-0" 6-0" 26-0" ry rp / 18 26-0* 25-7 22.7 17-4 26-0" 26-W 26-0-. 26-0' 26-0` j 6-Q' 26-0" 3p'J/ LU 2 x 1 2 19.2 26-0• 23-4 20-7 15-10 26-D' 26 0' 26 0' 26-0' 26-0` b 2B-0". 26-0" . """. 12"x12" CMU BASE ON A 24 25-9 24-11 18-5 14-2 26-0, 26-0: ;,.28ra-,: 25-7 24-0 r, ,5-.1w ; ,25.1 _0 P Ll���fcv 24"X24'X1&" CONC, FAD f . , f r 1 UJ/ 3- #5 RODS EAC1-1 WAY DRYWALL CEILING;NO FUTURE ROOM DEVELOPMENT•,BUT IJMrTEO ATnc STORAGE AVAua z $2r-411 , O Size Spacing Grade -- U Inches Inches Visually Graded Machine Stress Rated(MSI) Machine Evaluated Lumber(MEt) 21-4,1 �8,-81, 24'-On �1_�u on cantor Select W. % structural Ns.1 00.2 Ne.7 24001.2.0E 22501.1.1E 21001.1.8E 18511(-1.76 M-27 4-1/ M-14 12 10-3 10-0 9-10 8-2 10-7 10-5 10-3 10-1 10-3 8-11 10-0 811X1(o" CMU ON A CONTINUOUS JC 2 x 4 10 9-4 9-1 8.11 7=1 9-e 9-0 9-4 9-1 9-4 8-11 9.1 1,-211 .�,'2n �,-�n 242 8-1 3-0 7-8 5-9 8-5 8-31 8.1 8-0 8-a T-10 R.7.. 10�[ 0tt �+ONC. FOOTER10 --- a-D UJ/` - *5 RODS CONTINUOUS, " 8" 8" 12"x'1�" MON LITNIC FOOTING 12 16-1 15-4 15-6 12-0 16-8 16-4 16-1 15-4 16-1 15-1 15-lill4 W/ 2- *g RODS CONTINUOUS, 1d 14-7 14-4 13-e 10-5 15-2 /4-11 14-7 14-4 14-7 14.1 14-4 2'x 6 14.2 13-9 13-6 12-3 9-6 14-3 14-0 13-9 13-8 13-9 13-3 13-0 --y» - - - ----_-..-------------------------------------------------.......-----»-_---------------------------•----•----------------------------------- ---- 24 12-9 12-t) 11-0 8-0 13-3 13-0 12-9 12-6 12.9 12-3 12.0 j ► ' I I I I I I 12 21.2 20.10 20-1 15-4 21.11 21.7 21-2 20-10 21-2 20-5 20.10 I I i 1 I I V 2 x 6 19 19-3 18-11 1T-5 13-3 19.11 19-7 19-3 18-11 19-3 18-6 18.11 1 -.---- --------------------------------------•----------------------^----- -------------------- -- � ». , . � � _-- I1 �- � _ 1_ -J - - - - - - III"all- _ � - Z _ _ 7le 13 1 J Y LU Q 18.2 18-2 1T-9 15.10 12.1 18-9 18.5 16.2 1T-9 18-2 17-5 17-9 - I 24 16-10 15-10 14-2 10.10 17-5 17-2 16.10 16-B• 16.10 16-2 16-0" i i 1 ` �, a „ cel --»-_'x---------------------- -___� I 0) 12 26-0 26-D' 23.11 18.1 26-0` 26-00 26-0 26-0 26-0 26-0 26-0 • 0 r...I j 1e 24-7 23.1 20-9 15-8 25-5 25-0 211-7 24-1 24-7 23-e 24-1 � � � � _ -,•y � �' t ` a• � 2x10 L 1 � 19.2 23-2 21-1 18-11 14.4 23-11 23-7 23-2 22-8 23-2 22-3 22-6 1 i l `` i ----------------------------- --- 16-10 ----»»------------» - �` I �"` 24 21-8 16-10 16.11 12-10 22.3 21-10 21-6 21.1 21-0 20-8 21.1 1 I ry ,� a w These spans ars intended for use In nnclo5ed stfuctureS Of where the tnaisturs content in use does not excer3d 19 percent for an extended period tit tlme unless the _ ' SINK SLA -�" ?' t /` • `,`• �'' •''' `�` (`�� CA table is labeled Wet-Service.Applied loads are given in psi(pounds per square fool).Deflection is limited to the span in inches divided by 360,240,or 180 and is basad an live load only,The load duration tactor,CO,is 1.0 unless shown as 1.15 or 1,25.An asterisk(")indicates the listed span has been limited to 26-T basad , , „ i ` `� �� ELEVI: 0"01 on availability;check sources of supply for lumbar Ion er than 20',Highlight0d slxas/(sites are NOT commonly reduced, 1 , 1 f , ' / r ,� `� 1 ag Grp 1 1 ? 2Ca X, EDGE t,U/ n�.�,�,� 1 I ` ,� 1 1 MAXIM UM SPANS:SOUTHERN PINB/0}'578&RU r Ud SWTHUIN PING COUN011. MAXIMUM SPANS:SOUTTTERNPrN1JUTSIS&1WTLRS 1 1 �,- *5 ROD CONT' / � � � f �� , `' • , �' � 1 I �'-' R 12"x12`1 CMU BASE ON A � n 1 1 _ s� r / I 1 - .... 10 24"X24'XI6" CONC. P+40 2� -o � � � -411 W1 u1/ 3- *5 RODS EACW WAY I---'--------.------» l ; " _� _ _ _ _ _ _ _ _ i i--- -____^-_»» .»---_ _ -. _ j-' NGTE: - F 1 1 /-LII UNLESS RULED 0i'IIER4VISE BY THE 501E ENGINEER OR CONSTRUCTION � _....�,.........._w�_.�, �.t.... �.�.,,,w,..„... .., .. _..,„..,..m..,..:...,,�✓. ..�.-..,w ,._. . , ,... t---------- -----»_ PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 f't. DEEP I i i { ( FV,. -�p !CEJrr 1 i I SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE 2-14 6'- " i i . _- ,a In OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL c'r1 �•.., „,�,,,�� � r; "-1 �-,Jr ��,, � _� -�-T ......_... DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, EL 0'. UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL , fv , , „ STRUCTURAL SETTLEMENT. I °J -Q" - i �M r1w- !�) '. ►�t�� �., ),k�: , ( �� w .� _ .»_.� ..,.. ..... _ . .: 1 1 ­- HOWEVER, 6 ft, DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH 1 --- r II 201-` II 1 I I 1 111E DEPTH OF SOIL EXCAVATION AND BACKFILL- NUMBER OF BORINGS SHALL I i i= "h,q -• _• L C7 1 I , BE RECOMMENDED BY THE SOIL ENGINEER. I IF NO DEEP 501E BORING INVESTIGATION IS PERFORMED (I.E. 2�i ft. DEEP 5011 I V•. If ; i� IJ') \ \ /�� I ~ ( ! 1 i _7 i I I BORINGS) THEN THE UNDERSIGNED)ENGINEER ASSUMES THE FOLLOWING: I THE: UNDERSIGNED I.E. ENGINEER HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW - I OF 2000 P5F. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER 11 I - FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE C� I L I 1 1� -4 CONC, SLAB W/ &X& '010 W.W.M. I�� �I 1 Q 1 I THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED I° I -_ �1„N -4 'HALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS � I O � ,w ON rue r-MIL VAPOR B>4RRIER ��f �� (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED I d PRIOR TO COMMENCING WITH FOOTINGS WORK, I ; ;� OVER CLEAN, COMPACTED, `~U 2.v71x 10 .E Gk / 1 TERMITE-TREATED FILL �- I I I 0 1 1 1 1 Q cv .� �. *5 1�0 C N . �_ __.� .... I 1 ; (3000 PSI) ,.,, X04 I IE I 1 I 11 (L 0`'• tmt LL, ��J jT - - - - - - - - - -�- , ---------------------.------------------_-------------- ----------------------------------------- -- - _ _-_________---- ---»---- ---i�� _- -- -------------------- --____----------__ »» ----------� 1 1, ' ----------------------------------.--------------_--_----». -------_-------_-„-------•---»----------»----------------------------------•--,------------ -------------------1 * ��1-- -» ----_------- _-------- »»--------_. -i Q N 11 8 4 `r'`,11e�rter�l,rrrrrr,',• III`;� �I I! to 12"X MoNoLIT�1Ic FOOTING N I n .- C � .,,�� Sit ►.U/ 2- *5 RODS CONTINUOUS.__ g -o - �.• 01 8"X16'" CMU ON A CONTINUOUS T r 38 7 3 10"X20" CONC. FOOTER W1 2- *5 RODS CONTINUOUS Foundation Plan �w C� 8" STUCCO FRAMED STUCCO — i� ADDITIONAL NOTES ON REINFORCED CONCRETE MASONRY CoNG �il►�I�QE' CaNG6m•T�rP�E "A" COI�G �a6�icPL'' - - _ G_o,,u�►��- -- _ _ _ _ _ _ -_ ARCHES AT 8' P!. TO a'-a" P1r �3)1314I� (,V�Is - EXTERIOR WALLS AND STRAPPING: -- -- - -- I. EXTERIOR WALLS SHOWN AS INDICATE 8 " X 8'r �_ _ i _ 1 htry / io PL 16" REINFORCED CONCRETE MASONRY WALLS. I � ; on " � REINFORCEMENT SHALL BE #5 STEEL REBAR ON Go' O.C. I - +6j S A,, - 4 : VERTICALLY ( MAX.) AND #9 GAGE STEEL JOINT - 1 i , v. I N5 _ o � ¢} o (�) /l� f)36,� �® �� I u.. I u � �REINFORCEMENT ON 16" O.C. (MAX.) HORIZONTALLY. It 1a6ter2. EXTERIOR WALLS SHOWN AS INDICATE 8 X 8 X �- 1Q16" REINFORCED CONCRETE MASONR DESIGNATED SHEAR I I01% 1 , rWALLS. REINFORCEMENT SHALL BE #5 STEEL REBAR ON v ° t,( ) A L R l3) l l } X I!P LVL lnl C" ) (�X00 MAX. O.C. VERTICALLY AND #9 GAGE STEEL JOINT 3 n (}� 3 / Z �/1 REINFOCEMENT ON 16" O.C. MAX. HORIZONTALLY. cy� 43 rODA1 1 > x I�1NEN 1 , ' lilGl� A�6 sIEEt FL�tC}1 plr�Tes `� �1 .�..3 SPOTS CLOUDED AS INDICATE LOCATIONS WHERI~ ( x6p _01"t, gm P� ' o a imop l(o''TSS! Iia v FL a►sTsYP n CEILING-101 s teGeo GRooh RC 1�aPOSTS SHALL 8E ANCHORED AT TOP AND BOTTOM AS �' � � I �FF -n rr d ---i w _. _. __.. v. .r...r _. iu !l. 2 2 SHOWN ON DETAIL A OF SHEET # ,�..3� J open railing T4. ALL EXTERIOR WALL OPENINGS OTHER THAN THESEMENTIONED ABOVE SHALL HAVE THEIR JAMBS STRAPPED TOTHEIR HEADERS AS SHOWN ON DETAIL "B" OF SHEET #5.,,,,3• j. F 57LS AiOvE O . 03 STS � osy #•Zo Il�0'5. ROOF RAFTERS SHALL BE STRAPPED TO TOP PLATES OF BEARING Covered = 1 zd) 9 tWALLS AS SHOWN ON SCHEDULE "A" ON SHEET #.' -1 STRAPPING 1WILL BE ADEQUATE 'TO RESIST SHEAR FORCES ACTING 1�Orch `� Grtre trOD ;? �- �- Ro SIMULTANEOUSLY WITH UPLIFT FORCES. y _ �J I ara a10 PL ` 10 � fit, f,'6. INTERIOR WALLS SHOWN AS INDICATE STUD WALLS +t>p ST p / RAY O 12 #, 1 RO FPLTHAT SHALL BE CONSTRUCTED OF 2X4 STUDS ON 1b O.C. r 1 - - CL PLSHEATHED ON BOTH SIDES W/ 1/2" GWB . SCREW SHEATHING 'S -�- - --1n " .r TO STUDS W/ 1 /a DRY WALL SCREWS SPACED ON 7 /7 O.C. IV �`�i LE=1111 lrj�11_111111 1 jj 11111 1 4F 1111-1111191 Ill Ll 1101111111 IFLLL tv��� 111111101LZZZL�] Flo La Q CONG gm• ,VI E 7.� �� CaNG t�(�,•t••��C '(�a COl<1G �('�•"1't(�E e, CpNC �,►YI:I"TSE ,�6., GANGJU AaFloor Framl lan Jc DL 406 ST04Lf CEIL40 � OISTS t *FOOT21'1"AELA FOR ancoND FLOOR SHEAR MALLS MAKING Csecovtd F(od p '� I , OTHE SHEAR //ALLE TABLE WAS ESTABLISHED ASSUMING TSS FOLLOWINGCDCRITERIA UNLESS NOTED OTHERWISE IN TSR TABL3v-A) WOOD SHEATHING TO STUDS NAILING SHALL HE 8D COMMON NAILS, B)GYP. BD. TO 8TUd1D HAILING SHALL BE 5d a 6d COOLER NAILS FOR 1/200 ��►S 8'0THICK BD. RESPECTIVELY#, OR 1-3/410 TYPE 8 OR W, f6 BCREWA �` / b `�8FOR EITHER BD. THICK. C) FLOOR TD FLOOR ANC$OR T'IE8 6HALL' PRODVCI" ICODE. FAP18F ISZMCool# ANCHORS. SEH TABLE BELOW POR $PACING. ON RE UIRED' SINGLE OR SHEATHING FLOOR TO FLOORDESI�TI QSHEATHING DOUBLE TO STUDS ANCHOR SPACING 00* 0 SHEATHING NAIL SPACINGl7/t 1. onl,� AI/A ' DRoo 03 ' Ht,� ��o 12 ,4 E RCS7/lv oS� �i t A 7, /fie I -to F'L ADDITIONAL NOTRSi I2 , i23) FOR LocATxONB CLOUDED AsUSE (ONE)- MovEL NO• � � ,� _ RddF FNomING LeGmDsl Irl " FLOOR TO FLOOR TENSION TIE. .., r�1f2) FOR LOCATIONS CLOUDED AS . #, USE (ItJo )-MOMa1. N0. 12 1151mfSUN; FLOOR TO FLOOR TENSION TIE. - _ - "„__• P�r.. . � _. .� �._..._ �r, �.. Zx �, �s YWALL OPENINGS ON SECOND FLOOR SHALL BE STRAPYEn °°• -�) Aar.L EYTERxoR ,,,�..,....,............. ...�.� .._._._ �' R A FTEfZS � ZH 0• aAT TOP AND BOTTOM AS SHOWN ON DUTAIL '0b's of SHEET 0J..3 CHIMNEY � -3 „ , 44) ..FLOOR TON FLOOR STRAPPING FOR UPLIFT SHALL ��BE»� I�tOS16C'NO: TR3� �” � ����� " U "" 01S1MP50N . SPACED ON 3Lr#, 0.C. 'SEB DETAIL � ON sun's ' 240.;i„ "1 -. _" LaTSS I CATE s x IU•.. UIRED FLOOR TO FLOOR STR.APPINa.' �✓If l� r1J Z S VIEW O 4 OR 6.d,JMPLSTE P THI: RE aic puCrR �LS 120 -6 PL 1N91GR'T s �Xy F10 PL WlGtTi 00 W006 1212 aun Cr utBTH i n Va tyEDR4 i'�"i 04 - 0 -v L E73 ly =3 Ia ��. ;� _ ¢ FL Io -� p . JG EI*� GINEERING, IN '• 2nd Floor oof � out �F31U BROKEN OAK BLVD. �JACKSONVILLE FLORIDA 32257 204 �1. oor �►�� � ENGINEER OF RECORD : LOUIS GABRIEL, P.E. s FSH. #: (904)_260-1934 VA1 E: nwM.Y.Y�,..�wwF 'w^•""'�"'^' �•w .rwWNw�+pww•,w.wrMww..uwe.arwrvwwwuwwne,."Wbu..,r1M.'•.«.ypw+w'w^We1w<„o-w.+�NM�•..^�"�.�.•,•Y.w.+M,ww.wwr�.w.•rrrrm+,M'+rw•+1yy4.v!'•.Wen.......w.wr.,�,...�...,yy�,�y,W,.y,,,.,i.,...rowwrw.rww-..,......w,+r.,wr.rLLw✓w+„wwMrrw.w.Www.w.....,..w.w,.u.. ..w,.'.w.wM..hwwrw.w.(W:WN.W,�.y.WMn� .. :r..wW.IWAwmflwwr•WY.A'+.nMMr...Ml u...er.r. --�. .. .,�Y,wwwrwrY ��� rn.....M.w wrWw.•.w+�..N.ryry,.y..yr.wwrww JF."PL1000,D ON An r WOOD fJ RFTERSW 84' Q.C, an CMU/ FILL CELL WHI'RE VERT, 2.x4 STUDS � � SOLE PLATE SHALL UE REINFORCEMENT IS RrQ'D, O 18 O.C. ANCHORED TO SLAB W/ S Lr�'Tr~ W/ TIL xl4rrtnrJ� A•�S Z4o•G I 4" GONG. SLAB w/6x6x10/10 w.w.F, ' Sx6xl0/10 W.W.F. AT249"x0C,L0, kxP, BOLTS R-30 INSULATION N " 51~g S C,14 CD\)1.1r A 0 P 'S HteT � S�1 • ,�.,,..._. FoK HU991cAr46 STe�rapPiNCr !• - ' .I ;�;�- 6 MIL. V.B. OVER CLEAN, J •, ,a 1�'.• -�. r GENERAL STRUCTURAL NOTES: 8x4 Ill- WELL COMP TED TREATED f•ILL -rvl _ (2)-#5 RODS CONT. �' -• �'x4 SUB FASCIA 1)�IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL WI REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF (1I)-a"xa"x16" C.M.U. KNOCK OUT .-�: .r �5 RODS D0- C, U EA I 2b CONSTRUCTION AND OCCUPANCY. ALL. CONTRACTORS SHALL DO THEIR WORK IN CONFOI�P:IAjIr�E BLOCKS REINFORCED W 1)#5 RODS l--GALV. METAL. EA VE ORIF' ON rte-" O- G UE:Rt'• FOR IZ. J INTERIOR THICKEN SLAB DETAIL � / ( CIN lx2 P.T. NAILER - REINFORCEMENT, USE 9�n. HOR1Z. JOINT WITH ALL APPLICABLE CODES AND REGULATIONS. WITH CONCRETE. 1 REINFORCEMENT ON 16 O.C. (MAX.) AS SHOWN. FILL FULLY BOTH BLOCKS - �"' �-� I ! Itw'P OP)w FI�TT STS -lx6 FASCIA �_�_�1=.. . 1 IIII1 { GXGX10/10 W.W.F. 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR , 1 p1 I'.." 11trk" �lrT }TICi1�3 !�"= ,I "�" � "TO COMMENCING WORK. wE •' - U.C.Uc swnce o 3Z" O.C.Oc (MAX 3/8' PLYWOOD SOFFIT W/4' • " • , � .�-�.� " , (MAX,) I SCREENED VENTS ON 24" 04. .•1Jt-1 j•;• •.. I w , 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, I 16' �- NEW 1x6 FRIEZE BOARD •' `. ''r" 20"(W x 10"(H) CONCRETE FOOTING •"'"1{ ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY REINFACED W/(2)-#5 RODS CONT. I ;'��:+1.�>, BE REQUIRED BY ATTACHED DRAWINGS AND T'0 ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 1 -"` •°- --• (2)-�►5 RODS CONT I 6' O.M.V. REINFORCED VERY, TYPICAL FOUNDATION DETAIL fin'` 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR r V/#5 RODS DISTRIBUTED (e------•-� AS SHOWN ON SHT,M 5-Z REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. -1017,` Shoe PLATE USE 90a. .0HORIZ. JOINT REINFORCED MISC. FOUNDATION DETAILS D INTERIOR STEP DOWN DETAIL Two (2) - -:»1't1'>(. 11 16 O . (TYP). FILL CELLS V/ 5) ALL DETAILS AND•SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND LAt s f[i�;" 1 > �s o��" �- CONCRETE WHERE VERTICAL REINFORCEMENT (N.T ) .S. SWaI.L-BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK TV. SECTION 0 SAVE 2 IS PRESENT - ._...,. .....- ...w.. - - - _ - - - - _ EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ONE STORY S� `' CONT, 2x4'SCAB FROM TOP TO RECESS SLAB 3/4"x 10" WIDE RIM JOIST BOTTOM CHORD TO SERVE A$ NAILER AT GARAG OOR 6440/10 W.W.M. 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED (N.r,sa FOR X-BRACING O 8' O.C. S��IJi FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING RIM JOIST �� _-- -- CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. � PROVIDE CUP FOR 400 Lbs. STUD TO STUD STRAPPING BOTTOM CHORD OF COMMON OF LATERAL SHEAR 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND ` ___ TRUSSES v 24" O.C. r SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING `. zx SHOE PLATE BOTTOM CHORD OF GABLE �: Z ERECTION. (2) 2x12 BLOCKING do LEDGER 12d NAILS p 9 - CONT, HOOKED �.,� SI,oIr PLATE " O.C. "• END TRUSS TIED AT CORNERS CONSTRUCTION NOTES. rwo (2) -L51A1L ! 1iT3 ;�tr� ���, VLOT sTpp(ri (3) 12d NAIL. MIN. 18" CONCRETE :rt.y� SUN SPACE 0 32" O.C. M"STRAP ON 32" O.C. 1 DOUBLE TOP PLATO �»--12"•X-� (MAX-) NAIL TO&SEOO A OUN� p•T° pLATi< 1) ALL CAST IN'PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI STUD TO BAND JOIST STRAPPING �O (2) - L"'T61'�� COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. 4 m a;$sa',t TURN DOWN SLAB DETAIL SHALL. B FLOW DISTURBED de ORGANIC 5011. AND UPON EITHER THE 5URFICIAL SOIL OR UPON 2x8 P.T. S INTO W/ 1/2'� x O.C. ••;+. CHOR BOLTS INTO LINTEL 4 24 O.G 1 2) FOOTINGSFAR CI ? ra STRUCTURAL FILL COMPACTED TO A DENSITY QF'AT LEAST 959: OF STANDARD PROCTOR MAXIMUM $L n Criteria 0"o 8"xB"x16" C.M.U. KNOCK OUT Z BLOCK REINFORCED W/(l)j ROD 11 " LLL LL 2x4 BLOCKING d A O.C. BETWEEN 2x4 BLOCKING 9 5NEATHINO JOINT DL=INO REQ'D. DRY DENSITY (ASTM D1557) FOR A. DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. 1. Livo LoadjL ;45 SHOWN. FULLY FI 9 OCK 20 B CKI 1T 0 AND FlR E 3} BEARING MATERAIL• THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, Roof...........20#/SCI. Ft., Floor.........40g/Sq. Ft. (Joist rop Chord) r WITH CONCRETE. ` COMMON TRUSS ' I 4" FROM 0ABLE END 2x4 OUTRIGGER BETKEN OUTRIGGERS WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL, FILL. THE BEARING LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95Y. OF THE MODIFIED 2. Dead loads..,...., Floor......10#/Sq. Ft. (Joist Top Chord) 8" 8"x e" PRECAST LINTEL o 48" D.C. / ) �F 7/16" STRUCTURAL ROOF SHEATHING HURRICANE CUP H-2.5 (7.6 b" AC AL) W (251�L5 STEEL RODS �OR EQUAL p 48" O.C. PROCTOR MAXIMUM DRY DENSITY (ASTM D1557 5#/S Ft. Joist Bottom Chord FILL D WITH CONCRETE. (3) 1;2d NAILS / U-MANGER q• ( ) 4 REINFORCING STEEL SHAD. BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, Roof........20#/Sq. Ft. ( Heavy Roofing) RIM JOIST- OPEI 'j 5YP. LATERALING CONT: 2x40 ' 2x4 BARGE RAFTER CONI ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, BRACE O i4-0-c. , 2.Wind Loads , I �SHINGLE STRIP ., 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE i'hree Second Gust Wind Velocity per FBG-2001.........130 GON M� �`fP E 61 1501r1ETTZIC vlEw SHOWING LATERAL BRACE TO + � FASCIA LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24% WHICHEVER IS GREATER UNLESS t4h,I(Importance Factor)=1A,Wind Exposure"C", Category"if" Building GABLE END TRUSS I aac4 X-BRACING OTHERWISE NOTED. ('CPi=(+)Or(-)0,55( Partially Enclosed Building). SHOE PLA rF (N.T.S.) -PILATFORM FRAMING- a"„G. o P• ( TRUSCHORD DROP 33-iOf lr END 6 THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. 3 , . Com on nts�Cladding Design pressures 'N ' � 2xa SCAB coNT. TOP T oFOOTINGS (TO MAIN REINFORCEMENT).... .... ...........3 inches Roof(An where)=.76.8 Psf, +12.47 Psf TWO (2)- 12 MAX. OTTOM CHORD o 8 ft. OPENINGSLAB ON GRADE.......................................................CENTERED Walls : Zone` 5" is within 3 ftof corneas,Zone"4"is Anywhere Else 15I/Zr '�°� J��� GI� FROM GABLE WOOD 8AF'i�4ts a E4' D.C. 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-O" AROUND CORNERS OR Zone Effective Wind Area sq. ft) pressure rri�f{�S CONT. 2x4 SCAB FROM TOP TO CORNER BARS WITH 2'-0" LAP SHALL BE'PROVIDED, 4 10.0 30.4 -33.0 ( BOTTOM CHORD 0 X-BRAG'IAIO 4 20.0 29.0 -31.8 " " 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2x4'8 AT ` 8 CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT 4 50.0 27.2 _29.8 R-3o INSULATION SEE RAPT LE A OF SHEET N S-1 WEB IS NOT PRESENT I VI"Tt ORMICAL AOVHIGHER THAN a8" ) DETAIL u FOR AAGT�R STRA�PIN[. ro FORM AN "L" SHAPE). REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES 4 100.0 25.9 .28.4 r FLOOR TO FLOOR STRAPPING (3) 12d NAILS (TvP) BOTTOM CHORD OF SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 5 10.0 30.4 -40.7 (N.T.Sa A X-BRACING GABLE END TRUSS 9) ALL REINFORCING DETAILS SHALL CONFORM .TO MANUAL OF STANDARD PRACTICE FOR 6 20.0 27.0 -38'0 �. 5 50.0 29.2 -344.3 �...� .� ..~.� DETAILING REINFORCED CONCRETE•STRUCTURES ACI 315 5 LATEST EDITION, UNLESS DETAILED ROOF TRUSS 3 NNOTE: '- 2x8 P.T. OTHERWISE ON THE STRUCTURAL DRAWINGS. 100.0 UNBRACED LENGTH OF X-BRACING MAY 25.9 -31.8 2x,4 SUB FASCIA NOT EXCEED 10 ft.. IF LENGTH DOES 1/2"dx 1G" LONG 5/8" SHEET ROCK EXCEED 10 ft., ADDITIONAL SW IS REQ'D• 'J-BOLT" O 48" O.C. plus and minus signs indicate acting toward and away frertt the building surfac0a 2x4 CMU WALL 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS ' FOR CONCRETE' AGI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE .. (2)--2x6. PLATE -GALv, METAL SAVE DRIP CONT: 2x4x9' f2 5YP rFUR BUILDINGS" ACI 301. ON lx(? P.T. NAILER LATERAL 13RACE o O.C. 2x4 BLOCKING MASONRY GABLE !k FIRST TRUSS • z><c o. 1/2" SWEET ROCK 1x6 FASCIA BETWEEPLATFORM FRAMING^c x21 c.ollarT,e na,W wJfB)-tld cowmu.. 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD--BEARING CONCRETE "°�c 4r each end --- 3/8" PLYWOOD SOFFIT W/4' MASONRY UNITS, TYPE 1, GRADE N-•'1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH SCREENED VENTS ON 24' MC, GABLE END OF 2000 PSI ( f ' m = 1500 PSI ). la cN.T,sa 2x O 16" O.C. WITH 16 �"" NEW Ixb FRIEZE BC]AFt1] , L5 „ -R-19 INSULATION �µ 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S. rRooF RAFTER „ { ' sIr�SOra. CLQ TA 3G. 51Nt�JSD+► 11L (�I:1Wb� ON WOOD CdAF'(EKs H 24' O.C. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH � w�rr=,c '410 00, 2x12 BLOCKING 7/16" O.S.B. SHEATHING. 6 ir.. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. SEE scHeouLE "A• 5 y Z 8 F.T. PLr 'r� W/ I!Z"�X 1 i GOP& 3/4" T&G CDX SUBFLOQR 2x SHOE PLATE ON PLANS- R-30 INSULATION 2x8 PURUN �S'I.19'l.'-1 WOOD FRAMING .SIdoN, �Oli: LtVRR►9 N� rST1RR F 5ftNC��T `�_1 2x4's FORMING A �EA•BRRGC 2x12 BLOCKING & LEDGER 1) ALL WOOD FRAMING SHALL BE SOUTHERN YELLOW PINE, #2 GRADE, FABRICATED AND INSTALLED r• SHAPE aa- o,c. P Q •R AITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 135' MIN. - •• i STRAP ON 32 O.C. 2x4 PER � f.sTA3G "stlr<.saa".� . '1 " ' 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING'MIN. DESIGN VALUES: EXTERIOR HARINC WALL NAIL TO ''BNB f�R0�N3� •.p.T• p(A') 2x4 SUB FASCIA SAWN' LUMBER IAM. VENEER LUMBER " NILRlat: BEARING WALL 5/8" SHEET ROCK 8" r,. 1) 2x8 P.T. PLATTE W 1/2"0 x IO%LONG 8"x8"x16" C.M.V. KNOCK OUT-�•� GALV. METAL EAVE DRIP Fb = 1200 PSI Fb = 2,500 PSI ANCHOR BOLTS INTO LINTEL O 24" O.C. BLOCK REINFORCED.W (1)#5 ROD .. ON 1x2 P.T. NAILER Fv = 90 PSI Fv 285 PSI FT.00R JOIST AS SHOWN. FULLY A BLOCK Fol X65 p51 '880'-PS1, .. '� (SEE FRAMING PLAN) 1 a, C.M.U. REINFORCED VERT. WITH CONCRETE. 1x6 FASCIA FC 1,500 PSI Fc = 2,900 PSI 11'-0" cM ,x% far zx6s ' 8"x " r I AS SHOWN ON SHTA 5-,L • of t1EE1 ;3_'y W/415 RODS DISTRIBUTED 14'-o•'C"`�x»°r z"gc, `' 3/B PLYWOOD SOFFIT W/q PSI ( ) l3 KNOCK-GUT USE 9 a. HORIZ • E = 1,6aD,ogO PSI E 2,000,000 _ v� vL M g 3 ROOF do WALL SHEATHING SHALL BE 7/115' ORIENTAL STRAND BOARDS (OSB) OR BETTER, C.M.U. BLOCKS FILLED W/ CONCRETE 1OINT REINFORCED 8 x 8 PRECAST LINTEL SCREENED VENTS ON 24 D,C. �eTAIL ° " TYPICAL INTERIOR BEARING DETAIL EXTERIOR © & REINFORCED W/ (1) #5 RODS � 16" D.C.CI (HERE FILL CELLS W/ FI (2) �g STEEL RODS / � � EXTERIOR WALL OPENINGS B A5 SHOWN SOPRES NT��E VERTICAL REINFORCEMENT Flit 5OG0 WITH GQNGRE'(E. S" NEW FRIEZE BOARD • )SPAN RATED AS SHOWN ON THE DRAWINGS, ��----- -- �o�, ROOF RAFTERS STRAPPING a TOP a� BOTTOM • 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE PRESSURE-TREATED. N 1 i • (NTSJ 1 LC�NCr M. Y 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "D" TWO STORY sw ._• APPLICAITON. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM FRAMING SCHEDULE FOR OPENINGS SFWl BE AS FOLLOWS FOR All LOAD BEARING WALLS A-153-80. (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) RIM JOIST OR BEAM 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS, OPENING WIDTH IN FEET FASTENING SUBJECT TO MOISTURE SHALL BE NOT-DIPPED GALVANIZED TO ASTM A-153--80. UP TO 30--0" 3'-•1" THRU 6'--0" 6'-1" THRU 10'-•OI' 2x SHOE PLATE 18 ' 7 SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. (2) 202 BLOCKING & LEDGER WOOD 0AVIERS It 24' O.C. ` LINTEL * (3)1-24's (3) 200's (3)-202's 8 GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 OF INE WALT. BEING CONSIDERED �5•. ��" 2 JAMB * lJ5E TW10 (Z) ST1lDS OF THE 5AllE SlIE AS TMESE i,oTA3t.�"Sr psoni,STRAP aN 32" ac. ZxB P•r• Fon wJ!Ii x l�T,oIi Bs R 2y v•C. INSTEAD OF SYP # NAIL TO & B6N,0 AQooAD pTL,9� *m TWO (2) PLATES Willi A 1/7 PLYWOOD FILLER MAY BE USED INSTEAD OF � R-30 INSULATION THREE (3) PLATES MENTIONED ABOVE.' :, (1) 2x8 P.T. PLATE w/ 1/2"v x Or LONG 5Ef✓ SGti� ULE "(j" 0 SI11✓GTa-1,�OdC HURR1CAtJE ��QI:A�pIN(r C � lT. SCHEDULE "B91 -'- MISCELLANEOUS FASTENING SCHEDULE STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. ANCHOR Bars INTO LINTEL o 24" O.C., �.osr ,+... (x)-R"x8"x16" C.M.V. KNACK OUT '. CONNECTION FASTENER NUMBER OR SPACING N � t BLOCKS REINFORCED W/ (2)#5 RODS •• 2x4 + �. , AS SHOWN. FILL FULLY BLOCKS W/ 2;x4 SUB FASCIA A TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMOrN 2 CONCRETE. TO SOLE PLATE, TOE NAIL Bd COMMON '' ' COLUMN STRAPPING Al STUD 3000 P51 GROUT DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. SCHEDULE "C" �** � � GALV. METAL EAVE DRIP TOP � BOTT/.Tldl 8"x 8" PRECAST LINTEL `v LAN 1x2 P.T. NAILER DOUBLE TOP PLATES, FACE NAIL 1Od COMMON 16" O.C. RECOMMENDED STUD SIXES AND SPACING •: <N.r,s.) TOP PLATES, LAP AND INTERSECTIONS FACE NAIL 2-16d OR 3-1 Od COMMON 6" w/(2) ,�5 STEEL RODS (2)-8"x8"x16" C.M.U. KNOCK OUT-� w°m °' " HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE WALL PLATE HEIGHT STUD SIZE SPACING * THE PLATE HEIGHT REPRESENTS THE VERTICAL (7,6 5" AG AL) FILL 50UD WITH CONCRETE. BLOCKS REINFORCED W/ (2)#5 RODS 1x6 FASCIA "°' """� • _ _r _ -�_ � CONTINUOUSUNINTERRUPTED SPAN LENGTH OF THE STUD. ( AS SHOWN. FILL FULLY BLOCKS W/ y« --- 3/B" PLYWOOD SOFFIT W/4' 8'-Qt' THRU 10'•-d" 2x4 1�' IF HORIx. CONTINOUS BRACE CAPABLE OF TRANSFERING OPENING CONCRETE' ._ SCREENED VENTS ON 24' MC. LJG ENGINEERIN0, INC, PLYWOOD & PARTICLEBOARD_SHEATHING: � LATERAL LOADS TO SHEAR WALLS DOES EXIST, ROOF -- 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & 10'-1" THRU 14'-0" 2x6 le" THEN THE SCHEDULE SHOWN ABOVE DOES NOT x 8" PRECAST LINTEL W (2)#`S STEEL RODS. 16' "�- NEW 1x6 FRIEZE BOARD ��++1{►.{{{rr.ri . -.. 9610 BROKEN OAK BLVD. 8" O.C. INTERMEDIATE APPLY. FILL SOLID WITH CONCRETE. r.�',�r� .•..A. ''., WALL -- 7/16" OR GREATER 8d COMMONOC. EDGES INTERMEDIATE 14'-1" THRU 18'•-6' 2x8 16" SECTION THRU C.M.U. OPENINGS Coo& 11m" 7' �`���`r "(��M JACKSONVILLE FLORIDA 3225 •'� r'C; ' ..' r... FLOUR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & 19'-O" THRU 22'-0" 2x8 12" ENGINEER OF RECORD : LOUIS GABRIEL, P.q # 394ibI. O.C. 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