Loading...
1685 Atlantic Beach Dr RES19-0325 DRWGSt r � 11011MINES 2175 W. 18th Street Jacksonville, Fl 32209 Office: 904-356-5440 www.glecklerandsons.co Customer Name g Ossi Devlopment Model Lot Subdivision Address Engineer of Record M DESIGN CRITERIA F21 F9 F8 2 4i k. W ti. R. Glc, 2 -00 F21 F9 FS 2-0 -00 Building Code FBC 2017 rh a S Loading Roof Floor a u Top Chord Live Load 20.016/ft' 40.0 lb/ft' J70 ¢ _ _ _ _ _ _ v Top Chord Dead Load 7.0lb/ft' 10.016/ft' 0 0 Bottom Chord Live Load 0.0lb/ft' 0.0lb/ft' 0 Bottom Chord Dead Load 5.016/ft' S.0 Ib/ft' J9 Wind Exp/Opening Cat B- Enclosed 0 J8 o Wind Speed 130 mph V W Q N N `2 J7 ALL METAL CONNECTOR PLATES BY MITEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.OE FL APPROVAL CODE FL6527-R9 32-10.00 24-02-00 _ 25-00-00 Designer: Matt Hiser DATE: 10/3/2019 ATTENTION: CONTRACTORS, CREWS, AND FRAMERS It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect fife and property. Refer to BCSI-Bl Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. Any Questions ror discrepancies should be directed to Gleckler and Sons Building Supplies Components Plant at 907- 356-5440 prior to erector, or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any Back Charges" unless. approved by one of our representatives before the work creating the charge is performed. Job 0801 t - - 2175 W. 18th Street Jacksonville, Fl 32209 Office: 904-356-5440 www.glecklerandsons.com Customer Name Ossi Devlopment Model Melnyk Res. Lot Subdivision Address m City State Zip Code Engineer of Record DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.0 lb/ft, 40.o Ib/f12 Top Chord Dead Load 7.0 Ib/ft2 10.0 lb/W Bottom Chord Live Load 0.0lb/ft' 0.o ib/ftz Bottom Chord Dead Load 5.0lb/ft' 5.0 Ib/fF Wind Exp/Opening Car B- Enclosed Wind Speed 130 mph ALL METAL CONNECTOR PLATES BY MTTEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.0E FL APPROVAL CODE FL6527-R9 DATE: 10/3/2019 ATTENTION: CONTRACTORS, CREWS, AND FRAMERS [Job #: .0801 It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. Refer to BCSI-Bl Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. Any Questions or discrepancies should be directed to Cleckler and Sons Building Supplies Components Plant at 907- 356-5440 prior to ere.tion or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any Back Charges" unless approved by one of our representatives before the work creating the charge is performed. 13- w DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.00016/ft' 40.00016/R' Top Chord Dead Load 7.000 Ib/ft' 10.000 Ib/ft' Bottom Chord Live Load 0.000 Ib/ft= 0.000 lb/ft' Bottom Chord Dead Load 10.000 lb/ft= 5.000 lb& Wind Exposure - 8- Enclosed Wind Speed 130.0 mph ALL METAL CONNECTOR PLATES BY MrfEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.OE FL APPROVAL CODE FL6527-R9 ATTENTION: CONTRACTORS, CREWS, AND FRAMERS DATE: 8/8/2019 It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contrat.tor) to properly receive, unload, sore, handle, install and brace metal plate connected wood trusses to protea life and property. Refer to BCSI-BI Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. Any Questions orFJobdiscrepancies should be directed to Gleckler and Sons Building Supplies Components Plant at 907- 356-5440 prior to erection or modification of any trusses. Gleckler :and Sons Building Supplies is not liable for any 'Back Charges" unless approved by one of our representatives before the work creating the charge is performed. 9 - 0552 2175 W. 18th Street Jacksonville, F1 32209 Office: 904-356-5440 Truss Connector Total List Manuf Product Q VVVI/ �,g m lecklerandsons.coty Simpson HGUS26-25 Customer Name Simpson HTU26 7 Ossi Devlopment Simpson HGUS28-2" 2 Model Sissine Lot Subdivision Address Lot 1 St. Augustine Blvd. City State Zip Code Jacksonville Beach FL 32250 w DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.00016/ft' 40.00016/R' Top Chord Dead Load 7.000 Ib/ft' 10.000 Ib/ft' Bottom Chord Live Load 0.000 Ib/ft= 0.000 lb/ft' Bottom Chord Dead Load 10.000 lb/ft= 5.000 lb& Wind Exposure - 8- Enclosed Wind Speed 130.0 mph ALL METAL CONNECTOR PLATES BY MrfEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.OE FL APPROVAL CODE FL6527-R9 ATTENTION: CONTRACTORS, CREWS, AND FRAMERS DATE: 8/8/2019 It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contrat.tor) to properly receive, unload, sore, handle, install and brace metal plate connected wood trusses to protea life and property. Refer to BCSI-BI Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. Any Questions orFJobdiscrepancies should be directed to Gleckler and Sons Building Supplies Components Plant at 907- 356-5440 prior to erection or modification of any trusses. Gleckler :and Sons Building Supplies is not liable for any 'Back Charges" unless approved by one of our representatives before the work creating the charge is performed. 9 - 0552 w ,Pb < 999913 P t3� 2q 4( % SSE X NNS. pw 54� � o i6 33�• ` v W z5" �bo, g/ACS .SOS LOIC $E A W L Z Z 14.., b �p W U. Q O O - L, W 11 N F- 1 H F- . Z w C mv-'a MCD Q > Q Z M�n11 arorno U Qw 1,4 oui vrni w 1- c•.1 W Z < O oz ZO C.0 H w J LLJ 0 > . W N LL U O 4 Q 00 J = (n w 0 c� "LLJ Q 0 a ZJ CY < 9 O (7 �0 O w w (10V) J U Z Z O 2 Z Z Z 0 a- O CL w O �' w X X O W a tw w a � v w0 mZ # ' \ (A o N to UI (f) (n H H (n O Q m m 1(n� H 1cn� H 1- 1(n I- Iw- O O O Z Z O j -' O O 00 00 Z 0 0 10 Z ow N W W W W W W of ~ 0 0 00 0 0 1 1 U• O N N a (n O J w 001 c ii X Z NNS. pw 54� � o i6 33�• ` v W z5" �bo, g/ACS .SOS LOIC $E A w ~ < WW r Y < N WdW�'3z- om W. F c3z 60,nEw '� a �o wo<00d Q o`g�zoo < a S` F wm� o P;wr °'�wa W w zam<rc oc� E L) xwmo m Z r? m goN FoiWi�a nn� z m aWwK� W t/1 WF (W.7 y� < < F] OW WDg2 WW Z o oO i < WIZ v Wzw im o'14<z3a z3 v }Z< a "av�i� omr<aJF w z Ny~ Z W�0-'� Z <<0 y W�W< OO BOO<W r$O Q O1q�11Q*y�W (Oi}OO < WO< 0 ��QQ 5~WwWW OW~ Z W�<aQW� rni Q MH Z r ?m� O MMM (JQ ma ���� m<ji-mm z zm 9d z wwFwa o<wr wzw o<w z n p o •_yo a �d pzz w Fd z� a� m z 0 X N 7 3 = U' O W C O:J ¢w m Z S r Z Z< Z, O W m w p WZZ.-<m ZZO aZ W 6�d'- OK_m O W QNm< J o4aoo 0 W pUWFOZW d=9F 8<02WZ�mIn d m mepWmJ - m K X O W O Z r Om87AF-a NW ZW mz ¢m<7R6W0 grJQ mJ O<j,W Zr <(n wm�W OZ�c<O <F FF QO Q<�WmO W ZU<Z z\�Upf ted' O z<w rO�O wFm_m <Z O a�� �? O- 6 ZF O� 32 mm W �m0p ZQZ-i�< d _ l� yW! ,- < < O OW r WW �3�0� (ZOO rN W 3 O WO 0j OW mWKyr1K�<W �ry<F0 3< U2 O mZ li�m -Sm wo ��OZ<OmO ZWm0>W70�� 2W <Z w Z� O w 7 C z d K O o< oZ f UfA < Z F 3 w O= a 0 Z m U Q O^< F\Z<Or ~/ Q�Zm ZOO OF¢�mOaJ �4Z ma NO wFz o zy da awwgr�z �Z 2FO iw z pV WF:mo<w WZWQF~Isl -z E WZ UROa<dp<K-"S .<0 zw Om=vOQt- ZO.mOOWOn 'o, :]<' w mo F-Znmo FO<>W zw w� wm� W..6—mon 0z< omm�<WN mom�zo�o <�ryz �o QPJQOpO o�zmwa zmo39mF-a mjOm 05�- "'�i�O�Frir irz i�-s z z-m'SzOCF.,<z�'mggNi wwx rSw tiazO000<`'ozwo�<z"3Naatlmom mda ootl<wwzO mm QW�wOwOZ--:JF 60'.bo-.Dz.lmoFw0awopOzz'<awig?�zNW�oz' pO zp xzw¢=, �w Nw V�o¢<ziocooZ2n F 1m<Nci W6m-�0m6NtV(K<UOaFN/idw�zZ,-- m W L M LL b �p W U. Q W L, - L, W 11 N F- 1 `n �y C mv-'a MCD M�n11 arorno u�`i 1,4 oui vrni M T \� 43 X m 0 i1 m K � K K m m CY < 9 I E O w ° � J o do o od O W C13w < m q W N jct m r Cc)O rW �p Q OV \ 0�o ado 0 0 Z �i W O Q m m ofLL LLJm Q m -• 1 m Z W F N W N 1/•�1 C) (, o O > r O t0 J M N N z r•I U) a of ~ a O a <J , � U• O N N �y (n O Z w c ii LL w Z o " �V o oaom T h `.J of W m mD c J �oornmo a`Cmt M r m 0< m {v w m C z J C D m> O°E c c y y y m N Y o i7 R On•Iy � M O; AREA CALCULATION 1 st FLOOR 2,872 SF 120' LOT DEPTH, 80' WD = 9,600 SF 2nd FLOOR 1,912 SF 20' FRONT SETBACK BONUS 621 SF 10' REAR SETBACK 5' SIDE SETBACK TOTAL COND 5,405 SF 65% MAX. LOT COVERAGE = 6,240 COVERED ENTR 233 SF ACTUAL LOT COVERAGE = GARAGE 748 SF 4,681 BLDG & +/- 600 SF PAVED DRIVE _ COV. PORCH W/ STEPS 512 SF 5,281 SF < 6,240 SF COVERERED LANAI 316 SF ACTUAL LOT COVERAGE _ BALCONY 1 88 SF 4,857 SF = +/- 55,01% BALCONY 2 87 SF < 65% SEE SURVEY FOR FINAL LOT COVERAGE CALCULATION TOTAL NON-COND 1,984 SF TOTAL UNDER ROOF 7,389 SF I i MW %-J(wti Lwm)%ESIGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 �c)2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date 1 CITY COMMENTS --- 11-11-19 MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 FIRST FLOOR PLAN Project Number _ 25518 Date 02-05-19 Drawn By Ov Checked By ov V� , 0 Al I Scale 1/4 1 1-0" 1 ROOF PLAN 1/4" = V-0" 4pATy0F�,F Rp11�� FNr DESIGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 Oc 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date 1 CITY COMMENTS 11-11-19 MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 ROOF PLAN Project Number 25518 Date 02-05-19 Drawn By ov Checked By ov 00 Scale 1/4 = 1'-0" a COLOR:"W-E v _ _,.._ ...._. , TY P. ­IT(NOT SHOWNEEMtLARITY) C. oAA oj I%W IML O...,UYDESIGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 c02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date 1 CITY COMMENTS MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 FRONT & RIGHT SIDE ELVATIONS Project Number 25518 Date 02-05-19 Drawn By — QV Checked By OV A301 Scale 1/4 fl = 1 1-01 -alkdNr IlLr NNNM H I N WITH - - COLOR: WHITE TY P. _ 9 FIRST FLOOR 01-011 GRADE -2'-I LEFT SIDE/ NORTH ELEVATION 1 /4" = V-0" MOM SMOOT STUCCO COAT, PAINT WHITE, TYP 4_____4'-0" HIGH GARBAGE & CU (SERVICE COURT) ENCLOSURE W/ 5'W GATE TO COMPRESSOR UNITS AND W/ 3'W GATE TO GARBAGE CAN: FIBER CEMENT STUCCO BOARD GATE FINSH, PAINTED, COLOR: SW 7006 BRIGHT WHITE FIRST FLOOR 0'-0" GRADE -2' - 0" V ARTISAN FIBER -CEMENT LAP SIDING WITH 6" EXPOSURE, COLOR: WHITE TYP. COUR, /0YaFv .x; p� El ppb Fa O-GYDESiGN Jacksonville,Yellow Star Ln N Florida 904-716-6335 1 * Ogy Design, Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB., LOT 15 REAR & LEFT SIDE ELEVATIONS Project Number 255.18 Date 02-05-19 Drawn By Ov Checked By ov A302 Scale1 /4" = 1 '-0" 1N3MO13AIC1 (JN`d BINOH I`3 0 99ZZ£ IA `HOV38 3Nnld3N �- b 31lns `ls pjc u � ry J Q0 o¢ O � Z OU Q Z Z =0 U J = LL- 0LL0 Z LL - O I= _J M wZ F- O Qa �w ¢ W LL O~ w O Q Qwr ¢mO W ZU)wW 00QO � ¢ Z w Z E t (Y CD W 2 � Fn 0 W Q ❑ U ¢ AiNnoo ivAna 9� 10 8rI 10 Al JiNnoo HOV39 OUNVIiV 30N31a IS3�1 N/kN-13 W w Z LU ,J N N z O tY W W -J M a � d- 2 C) � W ~ O U (D O OJ O W o 00 lqt 00 v W u Z Q o z LL O z Q O T ! J Z o CL , c0 Z le 0 Q T o N M MOR T 0 z 0 _ 11 W J J N N :z: ~�❑❑ T N W W W W W W J J J W W Z D Z J J J J Q Q Q =Z o o O Ern U) z z o 0LU o O 2 z 2 O0 0 G z. O Q O .U5 N r UO O T O O T O T T N M u C; Cn ❑ `- r N N ❑ ❑ U En ry J Q0 o¢ O � Z OU Q Z Z =0 U J = LL- 0LL0 Z LL - O I= _J M wZ F- O Qa �w ¢ W LL O~ w O Q Qwr ¢mO W ZU)wW 00QO � ¢ Z w Z E t (Y CD W 2 � Fn 0 W Q ❑ U ¢ AiNnoo ivAna 9� 10 8rI 10 Al JiNnoo HOV39 OUNVIiV 30N31a IS3�1 N/kN-13 W w Z LU ,J N N z O m W W -J M a � d- 2 C) � W ~ O U F- cUS ) W00 Z o WLLJ F- z W W o 00 lqt 00 v W z (n Q o� 'rU) 1w M W cr❑ F_ T ! J p o CL , c0 n Y0 le 99LZ£ 'ON '`d'0 W00'M02issnH £8Z£ -£09-V06 d 89ZZ£ 1=1 `31lUW0s>iovr LU ❑ £ L8# CIA]@ Ni ]Vd VYVHJHVE) L#PZ£ L z 4H 0Y to W F/5 Q W nu Ebb.: ❑ x 9 , pva ilassnu %a 0 LLJ U) z J Jw xWCL ¢ F- I- O O ❑ ❑ O F- cn ¢ Q --55 Eli F -z Uji v Q z2 WQ O O _ �\ �F_ w ¢ � Lo W Z F- ❑ x O W 05 z Z Z Z of w W � cli O LO 0 O(n F- ¢m JU) O W U� U az pmm—W LL U �m zF-w ZQC�>F... U Q C� F- ❑w 0(n❑ W mm U ❑ O 00 p W J Z ❑ZL)x W m z Z LLI 0>W F - WO O �� LL x OZ UZ O W Z LL_ � O p w p ¢> U _ U Q LL- _ x Z �- w U) O 3 0 �- o m U » (D J JO¢OLL_ z ❑ F- } �� acn0 L>LIcnQ W U -1 a O w zw^Q n- F_ aU LLI Q3� - a w g ¢ Z 00 pwU JN— Z ❑lY (n °° XX❑ z¢U W F- _ -�- w z ❑�F- z LL Z UU 0x0 WWF- ❑ Z W ❑ ¢QW ❑-W] U It U O,1; wC) Qp U 0 LLW 0az maw m wW Z Z ❑❑<F- JC��Q� O O %_ O Q z I-�QUUO00(L °a O Q 0x ��� OQ-❑ ¢ Z O CJC�wZ mW¢F-1L J m �z ALL O QW�00�0 � F_ U_ 0J LU p F- LLI m> (n Cf) - J JL_WW W �wOw w Uw F. O Z ~❑� O ❑U-Z�Om O cn �' ¢¢ Z-1 ❑ mF- F- ❑x (n UJZLLI❑cncn❑3 O Z W ❑ UW xw 2 LLI❑ xF_ z z Q Z Z (� z z Q z U U W W O w ❑ W w m w a U) ❑❑ ❑ W W W W < W 0_ J z O Q Z¢ z W F- F- ¢M �. J w ❑ W W J Wp as U❑ LL_ a iY OJ¢¢ O R3 OUOUz�vU�U�ZZOmDZm��F-W¢'Swmw¢wzp Zz�i-C)i�rtp¢¢�jZWF-w mm��'�Ip-mow~LLI WOJOcna�n JZ Z)U) m_0_ ❑ LU ❑ ZF- ❑❑ 0� m QLLLL to ❑ ���w=��i.-tY ❑-aU i=Um z zv- =o- _ °-J zz�_ wZw ALL_ -UUP cid= J cnQcn Oaw i— ❑ ❑¢-m- tYZU) �F- ❑ w mom zzm >»d�DQi-v Zoo v ❑ W❑WW0WWJWi-JQ'2ZQZZ=QaC�UC�ZO❑-(nOwOwa(U-_jcn_ �g �.�UwF-»w?C�xXD xw❑at¢-WaMDE_j mOJ a 2❑mmxmmJmOpwoOOOOowwzQzoJoZ¢Jwo�Ww a ¢Q z<:)z oo�ww,-,-c��am000moo�>-z~'=OW QQ¢F-Q¢¢Q¢mmm0UJ000a0www0LL-LL_LL.2LL-LL.LLZ2mZY� Jgm2ZZOOaaan.�>Ycncncncncnvicn�--i•-i--i-i- �D3333 �/W/' LL � UcnQUU2�¢ cnC�Uz F.- UtY n- X LL_ fY] -1 UZLu U (D a1YF- JJ zv) m Z0U_ LL. a cna.2 a0 0a U❑zaxEncnl- UUxatsO pommJ0033 Qm❑LL_ ExF_F-U❑CDO•�J U>a -❑ 6OWJ �'65F-WWMWLL —M3:>-UJ�OOF�Z��0- a¢¢¢¢¢¢¢¢QmmmUUUUU❑❑❑Www4-LLLL.LL_4-LL_LL-LL-0m2-_'YJ J JmmzzOOa aaa��cncncncncncnui�-F-F-F-F--E-❑333 U) Z LU ,J N N T 3 0 M M W LLI z� 3 w c Ln M N W CO 000 t , 00 lqt 00 v CV c0 (n Q co0o�;ocico J J J 1w M W cr❑ T T ! J p T Ln , c0 n Y0 le c0 of Q T o N M MOR T w M T CO m W N N N :z: Z T N Omm oOm,O5O o mii OY z z Z x z Q XOQ m� Qw QwWW m Y m U) U IL O M X o O 2 z 2 O0 0 G z. O Q O .U5 N r UO N r W Q p 00 N O �- O T Q T rri u rn W r r r W M J J T X z J O D J Z J _j0 �Z .0 Z) D� zo CD W 06 cn CD a 2) m° ¢ O Oz O ¢ J (D U < D 5 j �❑ m a Z z W_ U ox wz_ z O J m O OUy mW NQ Q Q �LuOo^ �a Cm Zm �wcn I_ (/) �-0 En w< W�L~LI IQ-Vi❑ON W Z)W Q H x -r 06 �En paWZZO N UJLL1❑LO ZW F -F- WV-zJUZc�WT Zo > W En }- p 0 ~ C7 N LQL0 22 ❑ZO>ZI"-OW F-o❑m Q p(ncn0x❑ C/) Ir- z¢ 5m F-�?OLu��i-LU Z CNQW °- m�-(nWx0 Q- (nO wm ❑ W❑O0ww M aJO W�ZO(n WOm w�maJ �¢ aZ0 w60 mxZXUcnp1 < (nQCowp< 3U) L)pUC�p T WUNJw0�z �mwQpQNwQa a- �QLL_- w w Z W U Z O OX w M X Q j Z~❑ _00 - w zJ ozwWcnJ¢�S LL i__ p¢ umaww< wo WW77 omi_ (DZ Ww¢ZO(Dwom m001=-oZW LU Owwawwamtwiim m ❑ J J 0ZZ00P Wo (/) C<<Fn00 U-WUUQQUOLLW��UOU�� Z(OZZ= a_jVWF_7a( z~_x O�WOOQ >W<m-,p��z°°Xwz U(AZUU F_ -C/5 ZIt LLI -a (n W W.J (nJZZ_1} W (n�(1) HJz(n¢UOaLU LuJOOJZm OwQgJJ�QmULL" O¢UU¢¢F- am maQ¢_LL_cn¢_LL(n Z c1li C`7 4 Lri co ti 00 p Vi En m m Z Q F-T Z N x ~ z _z O ❑ W Z O LU O ¢¢ F- W W ❑= 2¢ m ¢ W 0 ¢M¢ 2 Ww, Lj=4 <F-- ¢fit- LLI{,_- W w= z W~ F_- Q. w U X U w) 0 Z LL et o (D O W 1 X ❑ F- W m F= O Z m o T T VJ o p � F- o O I= UJ U) LU F-, LU O LL- J � U 3 0 x rY x LL ¢ J a - (D LL. C) LL LL. z LL_T ❑VU O - Z�= a F -z Uo = LLI ¢� LU w rYLL. 0 Jm OZ I'M ¢ W C30¢ a LL_¢ LL. Z F -W U O > o x Q (n- W ❑T -2p ❑ Q z �Z2 Z >F- JOF- C) WU LU - F- m �CL ZN W gEn O =Z ❑ .0 M o U� w ❑ Q F- o Z a U) 0 F- w J } ¢ W W Z O Z U En I _ 0 EA O N<U) L0 F- �S_�I- N❑� �0-0 J > �O =� } J OF- O ❑ Z_ E--0 N r. U m0(/}Z�-%" F -•CSF- F-_ J ¢ ❑ a.Q U F-0 Z �= 0?¢F- o LU 0m¢ \Xa wCq_5 Z Om 0= _,-.,'S JAI �= r Z 2a ¢ U �U o Cf) -17 aa<<^ JF- O (n JF-(nQ U,)_jX (n a o U) Cf) _j lot O~' <C W� �U� U Z_ UQMI" V 00 It 0of LU Q0(nQZJ LLILL — mZ ^0 p0m �� Uz 20Z F- _j z ❑O (~�� QF.U� OOF- O LL.W J�J J ❑ =O�O ❑ J� �O tm zcV C� LL efi �� ❑ O Qd, zcW zQ Lnocnwv LU a- ¢a W>-Qcn (_n _j 10- a O2< L0 �W Qw t~iiw0 wLntYQ F - F-WmUm C4 C6 HBO )--2 CZ�UZ❑ ❑W F- W o .0 � W �❑ m W > ZF_ ¢❑� Z_Z �C14 0 0 (D Om 0:r �0 U vF-'Z LLOLL m❑O (n¢FQ-Q~ Q m IO•}� W W J F -()J ZI- Lii� =`�J ZJ UJ F- �Qz �� U �Z xU Wam QZ W F_ F_ F -W z �¢ XW mW F- J W -J cn�OW J U WO ❑LLI �5"O O 0 =¢J ¢ �F-❑❑ a�U �- QZ> Wm J> CSW a¢ Wz0 ZQ ❑O UU}tY �- W WU F -i -J ❑UO W m LLl Q �_ , LLI F- J U CIW m =W WF - x >- F- W Z F_ o o - F- -L �n O Z❑JOF- J Q-- ZJ J �U¢ ZJC) W Enpp� F' W a ¢ UMO a¢J Q(n J QJ J0 z�❑� (if Qz0-U(n ao❑ 00J Z -m w -1 -ZZ U U Wm Z ZLn ¢U)m J W p-_ O❑ p wmEn O �_ a•❑ (--- p Zori w a0 JLL wWJ w� �O �QOQ> (nOo¢ tY�= J❑p mm0zPHQ a=>'O ZD 2w pUw0❑UmiQzar2o wx MCL 0 M=WEUF-- 0WU Z C>J W m: x0Z wwi-Lua(_n0 c:w ¢Z Qw Mlgz C)O��-Oop >O cnaLU ww WF -❑w❑ F- JZ(n 2Ud•J aW 00 LLIXQ >J(, J2p� C)❑� W ¢ x 0ND O a0- C-�et ¢❑ F- ¢Zw❑ L) m 5 Jw¢ ❑_❑w mLLI Qm C.:) W Zp W g Uoz 11 MZNF-0 J Z OU m�Z� waQ F -Z (n Qag¢❑zO �a el• ¢ U LLQ m QU¢aW JQO� W QO Iin-z m U(n❑0 LLJ ❑0!� ag0 >LLI U ¢ EC�OF-U z -1O ¢� �U3C7w ❑ F-Wz ZZ�❑a o=mo Uz r�O �3�Zm O �)����= Om QmoSZ1,Q�Zw=mz ❑F- F-pw� (w/ioZ❑w -0 W� cnU�F- -(nw 0 F-❑- 00JZ2`ZO}0 �Xx-a T W W ❑J Z�V.NZN.-F-Z>wUiF- LU UZ U O wULU LU F - UO C�aU) _jjZLLLU WO<C zJOULLJ c;'aW❑m2 UQ p0� aZU CO (n (D-�C 0 pZzQ ma0C)Q zJWXU ZQCDWQOZUUZ g0❑ (_¢ W2 W (Y =.�0�❑z = WF-F-o=�oOHW�WQO>U OQQz C) U, <xUJz {= z�F-HwQQ- Waz OZ W �F- W LL U) LLF-moo g �U O(n1-F-wQLUJa. W O-m0�F_ , vi En ZW(no En0L) MZ�❑(/) �z�Q OocwnW_j O a� U0 �� W - O❑ LL.N C�UQNZ¢N LUO -Zp� (n ❑ Z O O cn ❑ U Q LL 0 0 -� -' F- W Q F- W F- }' > cn ❑ a- ❑ a O m LL O a Q M 0 - WF -0 W w 0 wJ� c"i� QLL-0wMLL. Ll. 0Z vizOl�pOw�Q°°Qcn0w w ❑� O 3XmciZ ❑U F- w ❑pL�wm Q O r ❑ mZ wQF- JW U m LL LL LO z=OPLL.a UF-LL.w O-F-0ZM_j LL_Jm❑ LU wW o0 ZLL'�-Z~ Zm�WQWJ=Ma Z~U QF-?-W�❑❑W LLJ�w ❑w J� ❑w�=��m0JQ�W-�LL_J> QO�� OIY�cO WF -0 F_ ¢uj0>-za¢m a OW F-(nW F-< --aa�W Q Z �F-LL)�F-(n m J J ¢ 02 x W ❑�- ¢ (nWF-x J Wo Q¢ o- o m ❑ QWw m i- 0JLLzQ(nm �g tYwW z JZLL_i-b-c)p a mJ (�OUm0O mE) <F-Q� ' F- o -j LL ���w zJ()r —Jpm mm �Jm W U_ _j QlYQ W ZUw W �Q OWOULL'Z JLLZn2: 23 ma C)cn LLI 0}�m_ cnOW�� ❑¢zoo -z❑ aw W 056525 -j° -Luc --ZLF- ❑ ¢Zw-,ZLU C�❑2O(n 0zQ❑ U ¢ -j cn J LL' (n ox<OW-I-2Z W 0O(n 3z ¢ mLL.JtoJ ��U¢ZQ? �~Qm mQm W Z¢towO¢C>�m❑~� =W QZUF- mUF-❑=JU—F- _j 3UJ� JOS~m W(n WQ EWOUi T J Lim 0 O ZwU�UOJ�W p 2 JU)(nJU)WOUQ�Z(nW LU -J pQ�'} Q(n C) U) ~zowm O�OQ�z�°'sw¢o`�►=- z�caiiMOmJmJ�¢Omw0WW �.wJwy.Jw(n�F-O2}_MF-Q Z_z0x}. �¢�WmF- W (n z LL Q m -En 0 OF=J m mC-) Q ��¢>�¢>❑0 LL x_jZ ❑ ❑�❑ z W W ❑ m(D XF- F- U z W J Q q; W J C'�I- 2- _- ❑ ¢ JJm ¢0E -m F- Z W W ❑ W O I- Z Cl❑ eF X U) W ~ ¢ (n ❑ O Q_ (n U ❑ F- Z (� (n Z (n H cD O Z Z (n > O WU2ZUF-c!} 0W0Z2Z 0W MZ LL. ma L1'ZQ❑-D QQWUZW 0::CO ) �wDF- W Q ❑3U❑ Uw¢U- W Z (n LLI m LLI m - F- m 2 W O F- (y_ Q O W m F-- F- w Luox Om3mp�Q=0W03aC� ZOZ �XmXo�UwUaaZm0�0� fYQ��xQQ��� >a ¢z 00 TLLI C) Z m �U=zU(-)0 w cnc0 Wt-OUcnpw_)OW���(-m0 z�(n(�n-�F-a U0-'= LLUz~ LL_��U��❑�w- _ J w� ❑m X❑❑ �Q m C��(!)W .mac �¢ 3 (nF z(nUQ z❑ Z JCn(nWirwa conW (n¢� JZ(na=)Z W_jof ❑� �aZ¢a OJZJ�JXMJF->-LLI❑JZWOW �J(n _j _j LL UJO el• �JO-WO❑F-WI--L{� 0C)aOJQ JC)JOJOoJViQF- ZJWxmC� zJWxO00 I-QWWg JQZ��(nLL (n❑U)rnZa.(nQU(n> OJ❑JmC�JOtWOW OQ��UvLL cLia(nmcn�cn cd d 0 Q¢U¢U¢mUQ¢❑( <<<xa. w0 OQz¢_¢¢UQtYUx U N M o U) - N M ei L6 (6 N M 4 L6 6 1` M r- N M eF W -1) J Uaaa (,�aa� Um LC) Ln Ln m Lo Ln Z = ¢ � Z O J ry o J LLI N Om ILL _j i *� 410 w^p -1' n o n J C.a� mU aaa UO J � m.000 m-�U =N F- m Soo n W I=' J ❑ ¢¢ U❑� WF- W ZWm EnW U ❑mom 0c Jv n nZ 0 Uu) p�aaa ❑ m O a 0 LL. M Z W O 0000 U o- Ln vi U J T U W W= Z F- a <F - Q zQ0 H wcnz O W — fn 0�W O J1w4-4- _j W r p JIQaa -J QQz Q pp? Q C) F - itOOCDeh F-NNX z C)Q W O LL n! ❑ O �-- W CD Z C) (n m 11 T ULC W Q o 2 I- J >' ❑ U U w U -1 O U =T �-¢U OW 0 wmT < r OwWIYUWx Z cnp� z g 03 Z (� ❑0ccn cT0 a=cn¢�0 W0= p w` zm LIJ (n a m J J Z �0U 11o❑O_DU❑ _ Ow0 p U Um U J(n UzcaUVse ZLU F -LLQ �Ww0 ¢¢J I-1- v=im* ,Wj U) r 0 m c� Q 0 LL � _ >Z O 0 W F- > 0 0w_j LU U -1m `\\\\\11, L70 3 0 ° LL ��. 0_� LLI z� 3 w c Ln M ►� cc cc 000 M N O CD 00 NO N T M N J J J J J 1w M W cr❑ ct❑Of❑�xC) M O I,- <= T Ln , c0 n Y0 le c0 of � ti T o N M MOR T w M T CO m W N N N :z: CD T N Omm oOm,O5O o mii -0 U) XOQ w Qw QwWW Q J a Z U) Z N M T ^ T ^ m v WT O0 0 G 0 0 Q N r N r N r N r D Q N �.. M ... N O �- O Q O rri u rn W r r r Z LU NM U _ 00 z Z Z Z LlJ N F- U U 0 N LU > z N 04 "t U) z W W m W m Ud (n 3�� ^ w ¢ z w ❑ X En r r O O O O W 0 w w U 6�6W w ¢ w U� COto W� ❑❑ X W 0 O0 3 >� -> N X \ N X O U (~j �� W = r r �� \ (11 0�0y� � LI- z2 W z� O W z W �m T CD CD O ^� m W W Z2 x X x T x N o 0 M o O c U O U U x En T ,-. T ,., T� CO o Z 0 0 p p 0 Xoo \~ U)04 O O O o CD N N N ZT 0 LO T r ­ r r T T00T m fY T z 0 Q OW J 0 J Q C/) F- N o (D � It o CN m Lo LO et o o W F_ � �I� Z 0 U) L j CN NI LO ❑ M ❑ v cy o M f w N V- Ln 'i cd CL N _ = ~ _ )" M 4 � � (n U H ❑ 2 2 Q Q J CD W 06 cn CD a 2) m° ¢ O Oz O ¢ J (D U < D 5 j �❑ m a Z z W_ U ox wz_ z O J m O OUy mW NQ Q Q �LuOo^ �a Cm Zm �wcn I_ (/) �-0 En w< W�L~LI IQ-Vi❑ON W Z)W Q H x -r 06 �En paWZZO N UJLL1❑LO ZW F -F- WV-zJUZc�WT Zo > W En }- p 0 ~ C7 N LQL0 22 ❑ZO>ZI"-OW F-o❑m Q p(ncn0x❑ C/) Ir- z¢ 5m F-�?OLu��i-LU Z CNQW °- m�-(nWx0 Q- (nO wm ❑ W❑O0ww M aJO W�ZO(n WOm w�maJ �¢ aZ0 w60 mxZXUcnp1 < (nQCowp< 3U) L)pUC�p T WUNJw0�z �mwQpQNwQa a- �QLL_- w w Z W U Z O OX w M X Q j Z~❑ _00 - w zJ ozwWcnJ¢�S LL i__ p¢ umaww< wo WW77 omi_ (DZ Ww¢ZO(Dwom m001=-oZW LU Owwawwamtwiim m ❑ J J 0ZZ00P Wo (/) C<<Fn00 U-WUUQQUOLLW��UOU�� Z(OZZ= a_jVWF_7a( z~_x O�WOOQ >W<m-,p��z°°Xwz U(AZUU F_ -C/5 ZIt LLI -a (n W W.J (nJZZ_1} W (n�(1) HJz(n¢UOaLU LuJOOJZm OwQgJJ�QmULL" O¢UU¢¢F- am maQ¢_LL_cn¢_LL(n Z c1li C`7 4 Lri co ti 00 p Vi En m m Z Q F-T Z N x ~ z _z O ❑ W Z O LU O ¢¢ F- W W ❑= 2¢ m ¢ W 0 ¢M¢ 2 Ww, Lj=4 <F-- ¢fit- LLI{,_- W w= z W~ F_- Q. w U X U w) 0 Z LL et o (D O W 1 X ❑ F- W m F= O Z m o T T VJ o p � F- o O I= UJ U) LU F-, LU O LL- J � U 3 0 x rY x LL ¢ J a - (D LL. C) LL LL. z LL_T ❑VU O - Z�= a F -z Uo = LLI ¢� LU w rYLL. 0 Jm OZ I'M ¢ W C30¢ a LL_¢ LL. Z F -W U O > o x Q (n- W ❑T -2p ❑ Q z �Z2 Z >F- JOF- C) WU LU - F- m �CL ZN W gEn O =Z ❑ .0 M o U� w ❑ Q F- o Z a U) 0 F- w J } ¢ W W Z O Z U En I _ 0 EA O N<U) L0 F- �S_�I- N❑� �0-0 J > �O =� } J OF- O ❑ Z_ E--0 N r. U m0(/}Z�-%" F -•CSF- F-_ J ¢ ❑ a.Q U F-0 Z �= 0?¢F- o LU 0m¢ \Xa wCq_5 Z Om 0= _,-.,'S JAI �= r Z 2a ¢ U �U o Cf) -17 aa<<^ JF- O (n JF-(nQ U,)_jX (n a o U) Cf) _j lot O~' <C W� �U� U Z_ UQMI" V 00 It 0of LU Q0(nQZJ LLILL — mZ ^0 p0m �� Uz 20Z F- _j z ❑O (~�� QF.U� OOF- O LL.W J�J J ❑ =O�O ❑ J� �O tm zcV C� LL efi �� ❑ O Qd, zcW zQ Lnocnwv LU a- ¢a W>-Qcn (_n _j 10- a O2< L0 �W Qw t~iiw0 wLntYQ F - F-WmUm C4 C6 HBO )--2 CZ�UZ❑ ❑W F- W o .0 � W �❑ m W > ZF_ ¢❑� Z_Z �C14 0 0 (D Om 0:r �0 U vF-'Z LLOLL m❑O (n¢FQ-Q~ Q m IO•}� W W J F -()J ZI- Lii� =`�J ZJ UJ F- �Qz �� U �Z xU Wam QZ W F_ F_ F -W z �¢ XW mW F- J W -J cn�OW J U WO ❑LLI �5"O O 0 =¢J ¢ �F-❑❑ a�U �- QZ> Wm J> CSW a¢ Wz0 ZQ ❑O UU}tY �- W WU F -i -J ❑UO W m LLl Q �_ , LLI F- J U CIW m =W WF - x >- F- W Z F_ o o - F- -L �n O Z❑JOF- J Q-- ZJ J �U¢ ZJC) W Enpp� F' W a ¢ UMO a¢J Q(n J QJ J0 z�❑� (if Qz0-U(n ao❑ 00J Z -m w -1 -ZZ U U Wm Z ZLn ¢U)m J W p-_ O❑ p wmEn O �_ a•❑ (--- p Zori w a0 JLL wWJ w� �O �QOQ> (nOo¢ tY�= J❑p mm0zPHQ a=>'O ZD 2w pUw0❑UmiQzar2o wx MCL 0 M=WEUF-- 0WU Z C>J W m: x0Z wwi-Lua(_n0 c:w ¢Z Qw Mlgz C)O��-Oop >O cnaLU ww WF -❑w❑ F- JZ(n 2Ud•J aW 00 LLIXQ >J(, J2p� C)❑� W ¢ x 0ND O a0- C-�et ¢❑ F- ¢Zw❑ L) m 5 Jw¢ ❑_❑w mLLI Qm C.:) W Zp W g Uoz 11 MZNF-0 J Z OU m�Z� waQ F -Z (n Qag¢❑zO �a el• ¢ U LLQ m QU¢aW JQO� W QO Iin-z m U(n❑0 LLJ ❑0!� ag0 >LLI U ¢ EC�OF-U z -1O ¢� �U3C7w ❑ F-Wz ZZ�❑a o=mo Uz r�O �3�Zm O �)����= Om QmoSZ1,Q�Zw=mz ❑F- F-pw� (w/ioZ❑w -0 W� cnU�F- -(nw 0 F-❑- 00JZ2`ZO}0 �Xx-a T W W ❑J Z�V.NZN.-F-Z>wUiF- LU UZ U O wULU LU F - UO C�aU) _jjZLLLU WO<C zJOULLJ c;'aW❑m2 UQ p0� aZU CO (n (D-�C 0 pZzQ ma0C)Q zJWXU ZQCDWQOZUUZ g0❑ (_¢ W2 W (Y =.�0�❑z = WF-F-o=�oOHW�WQO>U OQQz C) U, <xUJz {= z�F-HwQQ- Waz OZ W �F- W LL U) LLF-moo g �U O(n1-F-wQLUJa. W O-m0�F_ , vi En ZW(no En0L) MZ�❑(/) �z�Q OocwnW_j O a� U0 �� W - O❑ LL.N C�UQNZ¢N LUO -Zp� (n ❑ Z O O cn ❑ U Q LL 0 0 -� -' F- W Q F- W F- }' > cn ❑ a- ❑ a O m LL O a Q M 0 - WF -0 W w 0 wJ� c"i� QLL-0wMLL. Ll. 0Z vizOl�pOw�Q°°Qcn0w w ❑� O 3XmciZ ❑U F- w ❑pL�wm Q O r ❑ mZ wQF- JW U m LL LL LO z=OPLL.a UF-LL.w O-F-0ZM_j LL_Jm❑ LU wW o0 ZLL'�-Z~ Zm�WQWJ=Ma Z~U QF-?-W�❑❑W LLJ�w ❑w J� ❑w�=��m0JQ�W-�LL_J> QO�� OIY�cO WF -0 F_ ¢uj0>-za¢m a OW F-(nW F-< --aa�W Q Z �F-LL)�F-(n m J J ¢ 02 x W ❑�- ¢ (nWF-x J Wo Q¢ o- o m ❑ QWw m i- 0JLLzQ(nm �g tYwW z JZLL_i-b-c)p a mJ (�OUm0O mE) <F-Q� ' F- o -j LL ���w zJ()r —Jpm mm �Jm W U_ _j QlYQ W ZUw W �Q OWOULL'Z JLLZn2: 23 ma C)cn LLI 0}�m_ cnOW�� ❑¢zoo -z❑ aw W 056525 -j° -Luc --ZLF- ❑ ¢Zw-,ZLU C�❑2O(n 0zQ❑ U ¢ -j cn J LL' (n ox<OW-I-2Z W 0O(n 3z ¢ mLL.JtoJ ��U¢ZQ? �~Qm mQm W Z¢towO¢C>�m❑~� =W QZUF- mUF-❑=JU—F- _j 3UJ� JOS~m W(n WQ EWOUi T J Lim 0 O ZwU�UOJ�W p 2 JU)(nJU)WOUQ�Z(nW LU -J pQ�'} Q(n C) U) ~zowm O�OQ�z�°'sw¢o`�►=- z�caiiMOmJmJ�¢Omw0WW �.wJwy.Jw(n�F-O2}_MF-Q Z_z0x}. �¢�WmF- W (n z LL Q m -En 0 OF=J m mC-) Q ��¢>�¢>❑0 LL x_jZ ❑ ❑�❑ z W W ❑ m(D XF- F- U z W J Q q; W J C'�I- 2- _- ❑ ¢ JJm ¢0E -m F- Z W W ❑ W O I- Z Cl❑ eF X U) W ~ ¢ (n ❑ O Q_ (n U ❑ F- Z (� (n Z (n H cD O Z Z (n > O WU2ZUF-c!} 0W0Z2Z 0W MZ LL. ma L1'ZQ❑-D QQWUZW 0::CO ) �wDF- W Q ❑3U❑ Uw¢U- W Z (n LLI m LLI m - F- m 2 W O F- (y_ Q O W m F-- F- w Luox Om3mp�Q=0W03aC� ZOZ �XmXo�UwUaaZm0�0� fYQ��xQQ��� >a ¢z 00 TLLI C) Z m �U=zU(-)0 w cnc0 Wt-OUcnpw_)OW���(-m0 z�(n(�n-�F-a U0-'= LLUz~ LL_��U��❑�w- _ J w� ❑m X❑❑ �Q m C��(!)W .mac �¢ 3 (nF z(nUQ z❑ Z JCn(nWirwa conW (n¢� JZ(na=)Z W_jof ❑� �aZ¢a OJZJ�JXMJF->-LLI❑JZWOW �J(n _j _j LL UJO el• �JO-WO❑F-WI--L{� 0C)aOJQ JC)JOJOoJViQF- ZJWxmC� zJWxO00 I-QWWg JQZ��(nLL (n❑U)rnZa.(nQU(n> OJ❑JmC�JOtWOW OQ��UvLL cLia(nmcn�cn cd d 0 Q¢U¢U¢mUQ¢❑( <<<xa. w0 OQz¢_¢¢UQtYUx U N M o U) - N M ei L6 (6 N M 4 L6 6 1` M r- N M eF W -1) J Uaaa (,�aa� Um LC) Ln Ln m Lo Ln Z = ¢ � Z O J ry o J LLI N Om ILL _j i *� 410 w^p -1' n o n J C.a� mU aaa UO J � m.000 m-�U =N F- m Soo n W I=' J ❑ ¢¢ U❑� WF- W ZWm EnW U ❑mom 0c Jv n nZ 0 Uu) p�aaa ❑ m O a 0 LL. M Z W O 0000 U o- Ln vi U J T U W W= Z F- a <F - Q zQ0 H wcnz O W — fn 0�W O J1w4-4- _j W r p JIQaa -J QQz Q pp? Q C) F - itOOCDeh F-NNX z C)Q W O LL n! ❑ O �-- W CD Z C) (n m 11 T ULC W Q o 2 I- J >' ❑ U U w U -1 O U =T �-¢U OW 0 wmT < r OwWIYUWx Z cnp� z g 03 Z (� ❑0ccn cT0 a=cn¢�0 W0= p w` zm LIJ (n a m J J Z �0U 11o❑O_DU❑ _ Ow0 p U Um U J(n UzcaUVse ZLU F -LLQ �Ww0 ¢¢J I-1- v=im* ,Wj U) r 0 m c� Q 0 LL � _ >Z O 0 W F- > 0 0w_j z z z O O 0 Z U -1m `\\\\\11, L70 3 0 04 LL ��. 0_� LLI z� F- W _j O Ln M (nmL cc cc 000 M N O CD 00 NO N T M N J J J J J z z z O O 0 Z W M `\\\\\11, L70 3 z0 ❑ (n i -n w W U ❑ (D F- 0LLI LU 0 _j O p QW w QH �w Z Q m F- Z❑ p W 0 U w J z 0 O O x Z 1Q �� OI -J CnL UO w vi w Z ¢ ❑ Lu UW wu-< WO zU �F_ a W Fm - Q 0� call>.O :c (D wn >_ U zz U) Z �❑ ��-W my mw mz o ¢LL w w Z ❑(Wj mmQ � QLLjJZWa ° -w Z (j ¢ W X ❑(nx W =a ❑m F -F - w zw z0° zz c�viao� � v� � O O UOI (anw Oct LXWoaZ OW LL u U) z z �F_ zWF- �z viEna o z g� Q W CL 0 w� OW2 ©J OQzZ U m Q ¢J UJl-Z) ¢H F- _j Q p0 m C� J LLI¢ z w w Zz Z(n- 5 c = Z� W Z Q _j_rOQm o ZF-aW,0� m m� Y OZ U) C) C) �WJ Uz OUZ:❑0 Z LLi2 _ �a- (nw Qcnw(�ii2 �� LLL00Q-g H Qp ~ 30 W(n�mQz(Y>-(n mZ�JWLLF--LLI 0Q rY t� ❑ ❑ En ❑¢ a- ( w C7� _z O mT❑_QF- �❑oW�-� �Z Zm(n❑LL'Z❑F- Zm �(, 1-2 JZ DF-�¢JwQ-J_0� ❑O❑(na2(~np F'w LL <Z< �N F_ wLL -w�=u wz Jw�zcncnz� az ❑mOm mcr O��u-mJ wo,w OWWOLL. W¢ w}Q(n Z ❑o_aOF-p�z__¢U_O��pcim 2a LLwc Y _wm 03:wwwzmo5�-(~-POUOXWx U)J (-OWOzmm O❑ m O ❑ZU UOQF �w -i Zc7>L-wJ❑ WQJIQ- wZw-z<C :WUZpLL_ J wwOvi�JCO �Wm-j(nw:Q(nmWapxwoly- aI�. of-WWW¢o CWF-�CW�XLL(nQm Wiz I-•❑ SU w <<mF-wm1- WLU XLLF-0DLL_Jp►-LLZ�LLX D mOa0(nx IL' -W F- poxO-)OUJOC� W °�S� JWQZOCDQ WC�UwZa-F- •-m(Oi9Z❑Um0j �� JZZOwZp WZztn mmw❑�� Zcn�cnwt- 0 2aCQZmU zW�?WQ?F�0W 0U) F -U 00 (n2mMLr)< OixXZLWcrz�a(WwLvUxUjLL QL LJLO Jo❑§Y=6z �ZaO J_=J�lxw5QJF-o-zz Li�NWU_LUU via JUJZtYJ—WOE JJ}COQ J(/�QW�WOJ W �¢QQwUQ3❑WI--�a_¢m06C)2 O<mmmT M<m CL 1: N M et L6 c0 Cif N M et �>���l W M `\\\\\11, L70 to 0 04 LL ��. 0_� LLI z� d' O Ln M r t` N Ch�NN � N It v, 't 11 0 O z9 W N NO cc a ❑ c0 M O I,- 61i T Ln , c0 U) z W c0 of � ti T o N M MOR T w M T CO m W N N N N N T N N U) Z N M w w m v WT N � Wr 0 M M r N r N r N r N r D Q cM r N N O �- O O O o aN r r r r Z LU NM _ 00 Z COO, ~ Z N N N N N LU > z N 04 "t W N w Lt O N L9 O O O N M 40 1- O X En r r r r .= N W O o N + o T 0 U U w O ^� m Q U ¢ Qoo (00 LL 06 Q^ O 3 z 0+ Lo O o 0 CN 0+ LL (D Q� o T N U)04 T T N z0 ❑ (n i -n w W U ❑ (D F- 0LLI LU 0 _j O p QW w QH �w Z Q m F- Z❑ p W 0 U w J z 0 O O x Z 1Q �� OI -J CnL UO w vi w Z ¢ ❑ Lu UW wu-< WO zU �F_ a W Fm - Q 0� call>.O :c (D wn >_ U zz U) Z �❑ ��-W my mw mz o ¢LL w w Z ❑(Wj mmQ � QLLjJZWa ° -w Z (j ¢ W X ❑(nx W =a ❑m F -F - w zw z0° zz c�viao� � v� � O O UOI (anw Oct LXWoaZ OW LL u U) z z �F_ zWF- �z viEna o z g� Q W CL 0 w� OW2 ©J OQzZ U m Q ¢J UJl-Z) ¢H F- _j Q p0 m C� J LLI¢ z w w Zz Z(n- 5 c = Z� W Z Q _j_rOQm o ZF-aW,0� m m� Y OZ U) C) C) �WJ Uz OUZ:❑0 Z LLi2 _ �a- (nw Qcnw(�ii2 �� LLL00Q-g H Qp ~ 30 W(n�mQz(Y>-(n mZ�JWLLF--LLI 0Q rY t� ❑ ❑ En ❑¢ a- ( w C7� _z O mT❑_QF- �❑oW�-� �Z Zm(n❑LL'Z❑F- Zm �(, 1-2 JZ DF-�¢JwQ-J_0� ❑O❑(na2(~np F'w LL <Z< �N F_ wLL -w�=u wz Jw�zcncnz� az ❑mOm mcr O��u-mJ wo,w OWWOLL. W¢ w}Q(n Z ❑o_aOF-p�z__¢U_O��pcim 2a LLwc Y _wm 03:wwwzmo5�-(~-POUOXWx U)J (-OWOzmm O❑ m O ❑ZU UOQF �w -i Zc7>L-wJ❑ WQJIQ- wZw-z<C :WUZpLL_ J wwOvi�JCO �Wm-j(nw:Q(nmWapxwoly- aI�. of-WWW¢o CWF-�CW�XLL(nQm Wiz I-•❑ SU w <<mF-wm1- WLU XLLF-0DLL_Jp►-LLZ�LLX D mOa0(nx IL' -W F- poxO-)OUJOC� W °�S� JWQZOCDQ WC�UwZa-F- •-m(Oi9Z❑Um0j �� JZZOwZp WZztn mmw❑�� Zcn�cnwt- 0 2aCQZmU zW�?WQ?F�0W 0U) F -U 00 (n2mMLr)< OixXZLWcrz�a(WwLvUxUjLL QL LJLO Jo❑§Y=6z �ZaO J_=J�lxw5QJF-o-zz Li�NWU_LUU via JUJZtYJ—WOE JJ}COQ J(/�QW�WOJ W �¢QQwUQ3❑WI--�a_¢m06C)2 O<mmmT M<m CL 1: N M et L6 c0 Cif N M et �>���l W M `\\\\\11, L70 to 40 Cfl J ti ��. 0_� 06 s Who, COr M W co z �CK2W I� :�= D LUN w U) rn 0 Lfo z9 W N NO i U) N z0 ❑ (n i -n w W U ❑ (D F- 0LLI LU 0 _j O p QW w QH �w Z Q m F- Z❑ p W 0 U w J z 0 O O x Z 1Q �� OI -J CnL UO w vi w Z ¢ ❑ Lu UW wu-< WO zU �F_ a W Fm - Q 0� call>.O :c (D wn >_ U zz U) Z �❑ ��-W my mw mz o ¢LL w w Z ❑(Wj mmQ � QLLjJZWa ° -w Z (j ¢ W X ❑(nx W =a ❑m F -F - w zw z0° zz c�viao� � v� � O O UOI (anw Oct LXWoaZ OW LL u U) z z �F_ zWF- �z viEna o z g� Q W CL 0 w� OW2 ©J OQzZ U m Q ¢J UJl-Z) ¢H F- _j Q p0 m C� J LLI¢ z w w Zz Z(n- 5 c = Z� W Z Q _j_rOQm o ZF-aW,0� m m� Y OZ U) C) C) �WJ Uz OUZ:❑0 Z LLi2 _ �a- (nw Qcnw(�ii2 �� LLL00Q-g H Qp ~ 30 W(n�mQz(Y>-(n mZ�JWLLF--LLI 0Q rY t� ❑ ❑ En ❑¢ a- ( w C7� _z O mT❑_QF- �❑oW�-� �Z Zm(n❑LL'Z❑F- Zm �(, 1-2 JZ DF-�¢JwQ-J_0� ❑O❑(na2(~np F'w LL <Z< �N F_ wLL -w�=u wz Jw�zcncnz� az ❑mOm mcr O��u-mJ wo,w OWWOLL. W¢ w}Q(n Z ❑o_aOF-p�z__¢U_O��pcim 2a LLwc Y _wm 03:wwwzmo5�-(~-POUOXWx U)J (-OWOzmm O❑ m O ❑ZU UOQF �w -i Zc7>L-wJ❑ WQJIQ- wZw-z<C :WUZpLL_ J wwOvi�JCO �Wm-j(nw:Q(nmWapxwoly- aI�. of-WWW¢o CWF-�CW�XLL(nQm Wiz I-•❑ SU w <<mF-wm1- WLU XLLF-0DLL_Jp►-LLZ�LLX D mOa0(nx IL' -W F- poxO-)OUJOC� W °�S� JWQZOCDQ WC�UwZa-F- •-m(Oi9Z❑Um0j �� JZZOwZp WZztn mmw❑�� Zcn�cnwt- 0 2aCQZmU zW�?WQ?F�0W 0U) F -U 00 (n2mMLr)< OixXZLWcrz�a(WwLvUxUjLL QL LJLO Jo❑§Y=6z �ZaO J_=J�lxw5QJF-o-zz Li�NWU_LUU via JUJZtYJ—WOE JJ}COQ J(/�QW�WOJ W �¢QQwUQ3❑WI--�a_¢m06C)2 O<mmmT M<m CL 1: N M et L6 c0 Cif N M et W 0 LL 0 w 0 U) Z D m U_ w z V LU Z 0 0 w M W C� C70 _ ti L70 c0 40 Cfl to Z N M M M N � 0 Lfo NO U) N W W C 000 _ ti 00 � o(D� n Z� 0-1 M M M N c�,0 cMrO coir) WT Z N � et CO LO LO LO Ln D Q N N N C' N O O O o aN r r r r Z wU) LU > z N 04 "t N H O (n N N M 40 1- O r r r r r r W O J + + U 06 Q^ o 0 0+ Lo o 0 CN 0+ Q� o T N U)04 T N o 0 m fY O z 0 Q OW J 0 W 0 LL 0 w 0 U) Z D m U_ w z V LU Z 0 0 w 99LZ£ 'oN 'V*O 1N3Hd©l3A34 (INV �1n n0� ldnnQ m W W 0 z WO�'M02iSSn�! £8Z£ -£09-b06 d _ �IHOH 1��O m co 0.W 89ZZ£ ,J„1nNos�Odr ,, l01 �( �— z Z ° £ L8# C7/�,8 �I�Ibd Wt�211?�`d8 6 bZ£ 'c.�` U '•'. '; _j ~ ,- Z N r z Q Q U z sod Gj�V `;. p i LLI w p U� 99ZZE IJ HOd3B 3Nn1d3N 8n�� Jl�I1NnOa z o p `� cn W ¢� w ��:W �.Q= W N t� Olins `ls PaE Z H�`d�8 �I1Nb'�lb' �' �- c!� w z > ° z a > ”' Q o9_= 0 W W W W •.i a cntcv� Y Of W N LLJ LLJ U- ° 6 10 Ilassnu- z /"z 0 1---1 Q z 0 LL J zLLJ Un z Z W z pm z Q Q > Q w 0 Z 0 p to oQOD N o w0 z ui z Z z J-mvSs ❑ d Q z !- 0j N Z F¢ -1 ♦- Z w z (9 2 U _,o wZ ¢ ¢= °-❑ aa¢ �`SW I oz cam z❑ p O O z O} o 't w J U Z Q W LL 0Q. N Q 11 o Om w LJ JZ_Z_O Z fd � Y O F -w - 60 II _� 2 4v (hz 0��SW W Q 2 ❑ ❑p '� Z� ❑ 2 ''- 1-tn Ui Lu z W Y = Up_a ¢ Q U Si❑ f- ¢ ¢. UJ N O O p ¢ 11 O 1 W Z =O ❑ t- ❑ �2L a cn N❑ Z O `//n/ m Q Z d' w O W Q Z Z JCO ❑ _ O W WW 1— 1W -O aI S� F- (-o gW W �zO ❑22ZZ�" zz � ¢ < o� ❑ Z z ❑_ Q� 0 U, ;o ao W N ¢ ❑ > X ❑ X -j X2 0Z z cVW X Od.❑❑Q❑ O LLJ J z W Uq W �U C%i WO tr(L W W w�� JZZS m f- O OQ LL LL= J <1-- J h -Z Z LUQ 5� Z QmmQXO� Q¢ -(,,),0N WO J(� 2 >_ W W >F (.7��Q z !- f- J J ¢O O~ U Z U U2 U❑ Un m F- w � (bill Un ❑ J~Q U J Z Z w ¢ ¢ q � W W ❑ ❑ 22 - o �Z, -1 ❑J Q W WW OQ 2 0 L Z� il> O W u- trz Q2� mUnH� _ O Z Z zp p_ ¢ LL ZQ w(n } ry Y _z R' U❑C dOcnW W �~Z� ZZ ZQ'w W SzOu)O_OlL❑ i �f-ZF JZ WLLW -j Q Z) Wm O UI' ¢ LU F—p❑wJ WQww -��w¢ QQ-¢Jw❑ Jzt-❑w❑c)Wc)d�z Z Ij0 �1- C) ta z U ~U �U �w w� LLJ mm� U g�W2�r(oW�Wr Q pt-ZgZ��PUJO LU ¢m UQ 0»O�mW �0��ooaW�O �¢:D �QC O�Ow?wmv� �t- zU OU g �w (La ~ m U �u- Lu �LL- z>Z>ZLL OW L-Z)IL>h>jLL, Z Lu 0 W W Z ZW SII.6 `�L Z ZW W (a-0Qf01rw O �U)crx aUa.x W-j0J? LIJ J0wW QmU)Wu)<LLQ Wcr -j >m W O. z /"z 0 1---1 Q z 0 LL W W W W W LO U7 (n to U) W z Z zz z J-mvSs Ioo I I o)oI 0 Q 't q -t W z z z Z z 0- 7 77 U a a a a a w w w w w w w w w w ❑ ❑ o ❑ ❑ N ;o ao W N V zX t9 X X X X M V CO x N M X ��\] V � T (`07 0 nu- LL LL U- U z /"z 0 1---1 Q z 0 LL TYPICAL WALL FTG REINF - 24" LONG No.4 OR No.5 BAR AT - MID -HEIGHT OF SLAB ( ) 9 RE-ENTRANT CORNER REINFORCEMENT SLAB W/ REINF 'LAN 10 POOL INTERACTION DETAIL IF STEP >12", PROVIDE CONT No. 4 OR No. 5 BAR IN TOP OF FTG CONC SLAB W/ REINF PER PLAN FIFE 41 Tiwl a _ '' I=1111 LII=1 4 N �I 4 _{II-III SII TI T aLI 1'-0" 11 -STORY W/ (2) No.4 OR No.5 114" 2 -STORY W/ (3) No.4 OR No.5 CONC SLAB W/ REINF PER PLAN GRADE- :: ' 8° (1) No. 4 OR (1) No. 5 CONT KEYWAY JOINT NC SLAB W/ REINF 2 PLAN SAW CUT CONTROL JOINT, CE WITH 8 HOURS OF POUR C SLAB W/ REINF PLAN 4 NON-BEARING CURB STEP FOUNDATION PER PLAN ( THICKENED EDGE FOOTING 7 CONSTRUCTION JOINT 8 CONTROL JOINT 1 -STORY 1'-4" x V-0" (2) No.4 OR No.5 2 -STORY 1'-8" x V-0" (3) No.4 OR No.5 .J No. @ 32" OC ,_ 2 -STORY 2'-6" x V-0" (3) NoA OR No.5 8-0 (12) COURSES No.5 @ 24" OC r 2 -STORY 3'-6'x 1'-4" (4) No.4 OR No.5 / i ao I FTG. DEPTH TO BE U) DETERMINED BY 1� W CONTRACTOR SUCH THAT A i ( 45° ANGLE OF REPOSE LIES / I BELOW THE BOTTOM OF THE I POOL SHELL. 10 POOL INTERACTION DETAIL IF STEP >12", PROVIDE CONT No. 4 OR No. 5 BAR IN TOP OF FTG CONC SLAB W/ REINF PER PLAN FIFE 41 Tiwl a _ '' I=1111 LII=1 4 N �I 4 _{II-III SII TI T aLI 1'-0" 11 -STORY W/ (2) No.4 OR No.5 114" 2 -STORY W/ (3) No.4 OR No.5 CONC SLAB W/ REINF PER PLAN GRADE- :: ' 8° (1) No. 4 OR (1) No. 5 CONT KEYWAY JOINT NC SLAB W/ REINF 2 PLAN SAW CUT CONTROL JOINT, CE WITH 8 HOURS OF POUR C SLAB W/ REINF PLAN 4 NON-BEARING CURB STEP Jr BEARING CURB STEP ( THICKENED EDGE FOOTING 7 CONSTRUCTION JOINT 8 CONTROL JOINT CONC SLAB W/ REINF PER PLAN - -.a_.- -a zo GRADE _ I. -,III, V-0" 1 -STORY W/ 2) No.4 OR No.5 1'-4" 2 -STORY W/ (3) No.4 OR No.5 (i) TYPICAL WALL FOOTING -MONOLITHIC WHERE HEIGHT EXCEEDS 4&' ADD No.5 BENT BAR INTO SLAB TO MATCH VERT. SPACING CONC SLAB W/ REINF PER PLAN Q, d W 11=1io�llll,ili-'' O� v mLo -(1) No.5 CONT _- w~ o GRADE 31 I=� 1= WQ-1 III 1 No.4 VERTICAL & FILLED =III=1 I I _ CELL @MAX 48" O.C. W/ I I STANDARD HOOK =11 a 4 I �II a a 4. v 111- ° III _ a. • III ; I I_I I I -III -III .III. -1�1,;,111111111,;.I� 1 -STORY W/ (2) No.4 OR No.5 1' 8 2 -STORY W/ (3) No.4 OR No.5 STEMWALL HGT VERTICAL REINFORCEMENT FOOTING DIMS (Wx D) CONT. REINFORCEMENT 4'-0" (6) COURSES No.4 @ 48" OC 1 -STORY 1'-4" x V-0" (2) No.4 OR No.5 2 -STORY 1'-8" x V-0" (3) No.4 OR No.5 6-0" (9) COURSES No. @ 32" OC 1 -STORY 2'-0" x V-0" (3) No.4 OR No.5 2 -STORY 2'-6" x V-0" (3) NoA OR No.5 8-0 (12) COURSES No.5 @ 24" OC 1 -STORY 3'-0" x Y-4" (4) No.4 OR No.5 2 -STORY 3'-6'x 1'-4" (4) No.4 OR No.5 TYPICAL WALL FOOTING-STEMWALL QO C-4 z / 4 q GRADE I 7000 _iII ` I III- =1I IZ1, a ° I ISI 11=1 • .� I1 =�_I' _I I . , III=l I , 1 STORY W/ (2) No.4 OR No.5 1'-4" 2 -STORY W/ (3) No.4 OR No.5 (: ) 2 WALL FOOTING W/ CURB -MONOLITHIC (1) No.5 CONT CONC SLAB W/ REINF PER PLAN d Lu ZoGRADE oI 1=1 Q _ No.4 VERTICAL & FILLED CELL @ MAX 48" O.C. W/ STANDARD HOOK 4 I 3 III- X11 • III 11-1 I 1= I 1=1 I IH_ I I I III���1111�1111,,.1�1 1 STORY W/ (2) No.4 OR No.5 V-8" 2 -STORY W/ (3) No.4 OR No.5 WALL FOOTING W/ CURB-STEMWALL CONC SLAB W/ REINF PER PLAN Zl 4' - - .... ° . -. 1'4" 1 -STORY W/ (2) No.4 OR No.5 V-8" 2 -STORY W/ (3) No.4 OR No.5 ( ) 3 INTERIOR BEARING FOOTING 6" MIN rW U Z N No.4 OR No.5 @ 24" OC W/ ...� z d' � U) W STANDARD HOOK W H J ao CONC SLAB W/ REINF PER PLAN Q c, o U) _ QO C-4 z / 4 q GRADE I 7000 _iII ` I III- =1I IZ1, a ° I ISI 11=1 • .� I1 =�_I' _I I . , III=l I , 1 STORY W/ (2) No.4 OR No.5 1'-4" 2 -STORY W/ (3) No.4 OR No.5 (: ) 2 WALL FOOTING W/ CURB -MONOLITHIC (1) No.5 CONT CONC SLAB W/ REINF PER PLAN d Lu ZoGRADE oI 1=1 Q _ No.4 VERTICAL & FILLED CELL @ MAX 48" O.C. W/ STANDARD HOOK 4 I 3 III- X11 • III 11-1 I 1= I 1=1 I IH_ I I I III���1111�1111,,.1�1 1 STORY W/ (2) No.4 OR No.5 V-8" 2 -STORY W/ (3) No.4 OR No.5 WALL FOOTING W/ CURB-STEMWALL CONC SLAB W/ REINF PER PLAN Zl 4' - - .... ° . -. 1'4" 1 -STORY W/ (2) No.4 OR No.5 V-8" 2 -STORY W/ (3) No.4 OR No.5 ( ) 3 INTERIOR BEARING FOOTING DESIGNED AKR REVIEWED JER c) !� o O * 00 cz 0 L U " Y J tc) QWZ)cci 0 aJ O j ch Z Z 0 c? U m()L0 <4 d. o rn M a No. 77 •; OF 0000000 \ ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 (U rW U Z N ...� z d' � U) W mV�� � U W H J u - Z Q c, o U) _ 1� W F- Q PROJECT NUMBER U) W SHEET NUMBER 72 L CO FOUNDATION co W REVISIONS DATE N Z r � W Z L� Lu 0a �L w Lu C] V) <C 0 DESIGNED AKR REVIEWED JER c) !� o O * 00 cz 0 L U " Y J tc) QWZ)cci 0 aJ O j ch Z Z 0 c? U m()L0 <4 d. o rn M a No. 77 •; OF 0000000 \ ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 rW U Z oo � ...� z W U) W mV�� � U w F-- U F- 0 _..I 0D Z Q c, o 1� W 5 PROJECT NUMBER 18-0243 SHEET NUMBER SD.0 SHEET NAME FOUNDATION DETAILS REVISIONS DATE I DESCRIPTION DESIGNED AKR REVIEWED JER c) !� o O * 00 cz 0 L U " Y J tc) QWZ)cci 0 aJ O j ch Z Z 0 c? U m()L0 <4 d. o rn M a No. 77 •; OF 0000000 \ ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 ABOVE DOOR 2S P Al SDA NOTE 8a EDGE NAIL CLIC ATLL AI!_ - MAX _- - -- WALL " @ 3OC NOTE 18b HEIGHT 2x6 - - PO11 � � 2x4 @ 16" O.C. BOTTOM PLATE No.2 SYP (PT @ IST LEVEL) uj EXTERIOR 10''1-1/8" 1. 1 ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/ %" O x 6" LONG TITEN HD 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN Y/B' 24116 SPAN RATED OSB OR O ALL OR'Y2"O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229' BRG SHEET NAME PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS WASHER ALL 2x_ @ MAX 24" OC NON -LOAD BRG �— V GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR Q SHEARWALL ANCHOR SPACING (n W @ p L�IRDER FT14— I C9 o GIRDER FT15_ 2S M W CV Z — III 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) r - ROWS 10d @ MAX 12" OC STAGGERED —_--_—__--_DTT W — Z W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16)10d ALONG SPLICE ` GIRDER FT9 UO C� INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3)10d �TR6ER FT9 III FACE -NAILS a coacn g III IIII IlllmII II - 0 1 w 2� 10d FACE -NAILS 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/(2) ROWS 10d @ 12" OC STAGGERED CL 0 a 1 IIII Z ;zII r, 2 2x6 11 11) II I I� w Q w IIIIQ w w 1Iw mLx IIII; I III 1I0 III III �j( 2 2x12 2 1 ISI 2s III IIII 2s' �- - Po 1 III III �� Ill _ Ni - DTT2 IIII n=.) IIIEDGE NAI III III o IIS �I SHEATHING 2S 2S II - _Dl III. DTT2 III 1 I --- - - - - --- �i �� . w ) @ 3„ oc 1 I 1 1 ~O —I—t-� III 1 1 1 1 z I NOTE 18b n I ll_� e 6' 2 14" LVL 2 3 FRAMING NOTES: MAX N WALL TYPE WALL STUDS REQUIRED 2x4 HEIGHT 2x6 ,q- � 2x4 @ 16" O.C. BOTTOM PLATE No.2 SYP (PT @ IST LEVEL) uj EXTERIOR 10''1-1/8" 1. 1 ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/ %" O x 6" LONG TITEN HD 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN Y/B' 24116 SPAN RATED OSB OR LL ALL OR'Y2"O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229' BRG SHEET NAME PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS WASHER ALL 2x_ @ MAX 24" OC NON -LOAD BRG 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING V GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR Q SHEARWALL ANCHOR SPACING (n W 3. MIN (2) ANCHORS PER PLT SEGMENT p ca 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6" OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACING M W CV Z DOUBLE TOP PLATE No.2 SYP 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) r - ROWS 10d @ MAX 12" OC STAGGERED W 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER Z W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16)10d ALONG SPLICE 7, LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITH C� INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3)10d FACE -NAILS STUDS No.2 SPF OR No.2 SYP W z 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) — w 2� 10d FACE -NAILS 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/(2) ROWS 10d @ 12" OC STAGGERED CL 0 a 1 SEE DETAIL U410R i,B6/SD.2 CEDAR I I�IC 4x12 No.2 II 7 7vl' I F I1 I'1 1 � �Z 2x_ PT BUCK IF REQ, FASTEN W/ (2) ROWS 16d COMMON @ 16" OC 2x_ GARAGE GOAL POST, FASTEN W/ (2) ROWS &'x 3" GALVANIZED LAG SCREWS @ 12" OC FASTEN GARAGE DOOR TRACK PER MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE RETURN ' FRAMING & HOLDDOWNS PER PLAN GARAGE DOOR JAMB io WU 11 j1 Ili rA6 w J I I ! = III SD.2 2 2x6 1 1 � A6 = �� u i1 3s o O� IIw 1� - HTT4 IIL------- --- �__ — SD.2 = z I I � BEAM BM2 --- --- - - - ___ cZc v~i ¢ I I O Ill 1 1 ww 1-., CONT (3) 16 LVL HDR (LENGTH= 21'-1") N< o 2 2x8 1 z ,j 2II.,I 1 PROVIDE (2) STUDS BELOW BEAM, w ATTACH STUDS TO PORTAL -� Ov w iw-- IC2 SIM rl FRAME END STUDS W! (2) ROWS Z Z D.l 10d @ 12" OC, STAGGERED 2 2X6 1 1 11(21 2X6 1111 III 4S 3S 1 CS18 1 CS18 ; I 1 1 DTT2Z 1 HTT4 _ -- - 1 U 2 9Y4" LVLT2] 2 219 1 /" LVL 2 2j (2 124 11 11) j jco III 2s o I a - — —.—. III HTT4 1 CS18 1 DTT2Z __ pl l lllm z i 1 2 2x6 1 1 �I I co 1 1 I I w DTT2Z a ' ' z wll Illw SII IIIA �'" i Z lll0 Z J 1 1 "' ' II z I1 - W OI 2S w 1 1- - (212X8 11T2) a`b' ¢ @ j II III HTT4 w z 1 1 II III - PO 1� - PO 1 PO 1 z - - Z w Q+_ -_ -- 2 2x6 11 11) w I 1_ E 18b r 1 Ill E AI S T ATHI G@ 3 C 1ST LEVEL FRAMING PLAN 1 • a w r � Lu V) z 0 w HEADER FRAMING No.2 SYP, LSL, OR LVL 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING ` REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED W U 100n 12. FASTEN HEADER TO KING STUDS PER THE FOLLOWING: < J z a. 2x4 OR 2x6 HEADER (4) 10d TOE -NAILS OR FACE -NAILS b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS VJ W v c. 2x12, LSL OR LVL HEADER (8) 10d TOE -NAILS OR FACE -NAILS W r O 13. SEE WSP HEADER DETAIL C4/SDA FOR INSTALLATION SPECIFICATIONS c) � 1 14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR LL �•/ INSTALLATION SPECIFICATIONS p F O J PLANK HDR MAX SIZE WALL TYPE WALL STUDS REQUIRED 2x4 HEIGHT 2x6 8-4" 8' 1-118" 2x4 @ 16" O.C. g' 1 1/8" 2x4 @ 16" O.C. EXTERIOR 10''1-1/8" 2x6 @ 16" O.C. 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN Y/B' 24116 SPAN RATED OSB OR INTERIOR LOAD ALL 2x_ @ MAX 16" OC BRG SHEET NAME PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS INTERIOR ALL 2x_ @ MAX 24" OC NON -LOAD BRG 1st LEVEL w r � Lu V) z 0 w HEADER FRAMING No.2 SYP, LSL, OR LVL 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING ` REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED W U 100n 12. FASTEN HEADER TO KING STUDS PER THE FOLLOWING: < J z a. 2x4 OR 2x6 HEADER (4) 10d TOE -NAILS OR FACE -NAILS b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS VJ W v c. 2x12, LSL OR LVL HEADER (8) 10d TOE -NAILS OR FACE -NAILS W r O 13. SEE WSP HEADER DETAIL C4/SDA FOR INSTALLATION SPECIFICATIONS c) � 1 14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR LL �•/ INSTALLATION SPECIFICATIONS p F O J PLANK HDR MAX SIZE CLEAR }" SPAN 2x4 5-8" 2x6 8-4" (2) 2x4 8'0" (2) 2x6 11' 9" WALL SHEATHING LEVEL Q�J > HOLDDOWN/ BOTTOM PLT STRAPPING ANCHOR/NAIL SPACING }" O PROJECT NUMBER J11 -- <U D 16. FASTEN SHEATHING TO WALL FRAMING W/8d COMMON @ 6" OC AT ALL PANEL 18-0243 EDGES AND 12" OC IN THE FIELD, UNO ON PLAN v W SHEET NUMBER KING STUD W/8d COMMON @ 12" OC 2 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN Y/B' 24116 SPAN RATED OSB OR WALL SHEATHING LEVEL 15.SHEATH ALL EXTERIOR WALLS W/%6" 24/16 SPAN RATED OSB OR PLYWOOD. HOLDDOWN/ BOTTOM PLT STRAPPING ANCHOR/NAIL SPACING NOTE 18a SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN PROJECT NUMBER SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES UPPER 16. FASTEN SHEATHING TO WALL FRAMING W/8d COMMON @ 6" OC AT ALL PANEL 18-0243 EDGES AND 12" OC IN THE FIELD, UNO ON PLAN v 17. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH SHEET NUMBER KING STUD W/8d COMMON @ 12" OC NOTE 18c 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN Y/B' 24116 SPAN RATED OSB OR S1.0 PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES UPPER AND 12" O.C. IN THE FIELD, LINO ON PLAN. PROVIDE THE FOLLOWING BOTTOM SHEET NAME PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS 3 DENOTED ON FRAMING PLAN: UPPER N/A N/A 1st LEVEL PLAN NOTE LEVEL NO. STUDS REQ. EACH END HOLDDOWN/ BOTTOM PLT STRAPPING ANCHOR/NAIL SPACING NOTE 18a IST 2 DTT2Z 48" OC UPPER (1) CS18 6" OC NOTE 18b IST 2 HTT4 24" OC UPPER (2) CS18 3" OC NOTE 18c 1ST 3 HTT5 24" OC UPPER (3) CS18 3" OC NOTE 18d 1ST 3 HDQ8-SDS3 24" OC UPPER N/A N/A LEGEND & SYMBOLS LOAD BRG WALL W/ UPLIFT --==1 LOAD BRG WALL W/O UPLIFT HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ 2S* TOP PLT TO STUD CS18 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALLOUT No. OF HDR TO JACK STRAPS REQ 1 CS18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ FRAMING REVISIONS DATE DESCRIPTION 10-04-2019 NEWARCH PLANS AND TRUSSES DESIGNED AKR REVIEWED JER M czL U >N� Y U LO aa..��`N J O QZDOZ T_0MQ QY0U U 00 q .� O M O a r No. 77 OF moil ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 IST LEVEL ROOF/FLOOR PLAN Scale: 1/4"=1'-0 TRUSS FRAMING NOTES: ROOF TRUSSES 1. FASTEN ALL ROOF TRUSSES TO DBL TOP PLT/BEAM W/ (3) 10d TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SD.1, FOR ALL ADDITIONA UPLIFT CONNECTIONS REQ 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE ROOF SHEATHING 4. SHEATH ROOF FRAMING W/'/s' 24/16 SPAN RATED OSB OR PLYWOOD, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALUFLOOR FRAMING, PROVIDE 2) NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALUFLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF X" SHEATHING TO NAILER a FLOOR TRUSSES 7. FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/(3) 10d TOE -NAILS 8. SEE TRUSS PLAN AND TYPICAL DETAILS B1 TO B3 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ 9. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE 10. WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS INSTALL CONT. 2x No.2 SYP RIBBON BOARD AS SHOWN IN DETAIL B1/SD.1, ATTACH RIBBON BOARD TO EACH TRUSS W/ MIN (4) 10d FACE -NAILS 11. PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOW UPPEF LEVEL MULTI -PLY STUD GROUPS, STUD/BLOCK PLIES TO MATCH No. PLIES ABOVE. 12. PRE -MANUFACTURED SHEAR PANELS TO BE INSTALLED AS SHOWN IN TRUSS LAYOUT, FASTEN TO WALL DBL TO PLT BELOWAND FLOOR DECK FROM ABOVE W/ 10d@3"OC FLOOR SHEATHING 13. SHEATH FLOOR FRAMING W/ 23/2' TONGUE AND GROOVE OSB OR PLYWOOD. 14. FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD. BEAM FASTENING 15. FASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNO ON PLAN OR PER TRUSS MANUFACTURER'S SPECIFICATIONS: a. 2 -PLY (3) ROWS 10d @ 12" O.C. STAGGERED. b. 3 -PLY (3) ROWS 10d @ 6" O.C. STAGGERED. c. 4 -PLY (2) ROWS Y2" DIA.THRU BOLT W/ NUT AND WASHER @ 16" O.C. STAGGERED. PROVIDE 2" EDGE DISTANCE FRONT ENTRY CEDAR FRAMING NOTES 16. RAFTERS TO BE MIN 2x8 No.2 CEDAR @ MAX 24" OC 17. RIDGE &SUPPORTING BEAMS TO BE 412 No.2 CEDAR 18. ATTACH EACH RAFTER TO RIDGE/BEAM/LEDGER W/ (1) SIMPSON LRU26Z W/ (5) 10d TO RIDGE/BEAM/LEDGER AND (4) 10d TO RAFTER 19. ATTACH RAFTER TO DBL TOP PLT/BEAM BELOW W/ (3) 10d TOE -NAILS & (1) SDWC15600 WHERE APPLICABLE OVERFRAMING NOTES 20. RAFTERS TO BE 2x6 No.2 SYP @ MAX 16" OC 21. RIDGE BOARD AND VALLEY NAILER TO BE 2x8 No.2 SYP 22. ATTACH VALLEY NAILER TO EACH FRAMING MEMBER BELOW W/ (5) 10d NAILS 23. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY NAILER W/ (5)10d TOE -NAILS W__� N d M W J u) _ H U (!� W 72 m L M W N Z _ r d. W Z W F- Z i w'. 0 ja_; A Y Y Lu L ) Q 0 w U Z =m W U:) L� J z W � mU�� W U�F-U Q�J� �- -� O z QV p J W 2 PROJECT NUMBER 18-0243 SHEET NUMBER S1.1 SHEET NAME 1 st LEVEL ROOF/FLOOR REVISIONS DATE DESCRIPTION 10-04-2019 NEWARCH PLANS AND TRUSSES DESIGNED AKR REVIEWED JER nz$ M O 00Cd u L V 0 j N > Y U) L0 LL a :3 J_ O <z 06 . Z I u) L) mVL0 v1_< 4 b. o N 0) M a r \ ��•�K. RUSS �./. `N0. 93 '; �� OR 10P. • .� ��ONAL +�����\ 0� ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 CANTILEVER REAR BEAM OVER POST FOR SIDE BEAM CONNECTION HUC210-2 (2) 2x10 111_... 4x4 No.2 SYP PT POST, FASTEN��� III REAR BEAM TO POST W/ (1) CS18 AND POST TO DBL III JOIST BELOW W/ CS18 OR HTS20 cc c III w 111(2) 2x10 Z 111 SEE DETAIL B6/SD,2 1111 2 2x6 1 1 IIII PO1 ; F -W 1111 � -1111 P01 1 CS18 1 CS18 RT4 -_-- III li \ }� L o SEE DETAIL il IIII-- Z J - - ------ IIII B6/sD.2(21 2x6 1 1 _ - -- - - IIII J 1 CS18 - STOP DBL TOP PLATE @ LL j l - SP 0 1 IIII 3S GIRDER AND BEAR DIRECTLY IIII �S ON STUDS BELOWAS SHOWN, @GIRDER T31 -- CS18 SEE GIRDER T31 UPLIFT 1111 4 CS18 GIRDER T4F FF17 III CONNECTION SHEET S2.1 �i_------ (212x8 1 HIGH UPLIFT WALL -ATTACH EACH STUD TO TOP PLT W/ 1 SDWC15600 III SEE DETAIL III & TO BOTTOM PLATE W/ (1) SDWC15450, III 66/SD.2 IIII ATTACH BOTTOM PLATE TO FLOOR TRUSS W/ (1) SDWC15450 @ MAX 15' OC NON-STRUCTURAL -- - - --- i I BRACKETS PER I -hNSPI 0 1 IIII BUILDER, TYP IIII m I 111 II II I 3S SIZE I llw �Iw IIIA w IIf� w frill w of III w A9 P 0 1 1 CS18 II 2x4 @ 16" O.C. cs18 2x4 @ 16" O.C. EXTERIOR �,. Ili IIS IIIA Iil III I III sD.3 ALL 2x_ @ MAX 16" OC c (2) CS18 3" OC 0 NON -LOAD BRG ALL 2x_ @ MAX 24" OC 3 HTT5 24" OC ii II a (3) CS18 3" OC m SHEET NUMBER NOTE 18d III III III III j BALLOON FRAME WALL a °° NEW ARCH PLANS AND TRUSSES w / Il II ui w ��� �„ _ - - P 0 1 AKR CONT. TO OUTLOOKER A9 %� NOTE 18b _ BALLOON FRAME WALL SD'3 / CONT. TO OUTLOOKERS NON-STRUCTURAL-/ BRACKETS PER BUILDER, TYP 2ND LEVEL FRAMING PLAN 2.0 Scale: 1/4"=1'-0" FRAMING NOTES: BOTTOM PLATE No.2 SYP (PT c@ IST LEVEL) 1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/Y2"O x 6" LONG TITEN HE OR %" O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229" WASHER 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR SHEARWALL ANCHOR SPACING 3. MIN (2) ANCHORS PER PLT SEGMENT 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6" OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACING DOUBLE TOP PLATE No.2 SYP 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) ROWS 10d @ MAX 12" OC STAGGERED 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16)10d ALONG SPLICE 7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITI INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3)10d FACE -NAILS STUDS N0,2 SPF OR N0.2 SYP 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) 10d FACE -NAILS _ 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED HEADER FRAMING No.2 SYP, LSL, OR LVL 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11.FASTEN ALL PLIES OF HDR TOGETHER W/(2) ROWS 10d @ 12" OC STAGGERED 12.FASTEN HEADER TO KING STUDS PER THE FOLLOWING: a. 2x4 OR 2x6 HEADER (4) 10d TOE -NAILS OR FACE -NAILS b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS c. 2x12, LSL OR LVL HEADER (8) 10d TOE -NAILS OR FACE -NAILS 13. SEE WSP HEADER DETAIL C4/SDA FOR INSTALLATION SPECIFICATIONS 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR INSTALLATION SPECIFICATIONS PLANKHDR MAX SIZE WALL TYPE WALL STUDS REQUIRED 2x4 HEIGHT 2x6 8-4" 8'1-1/8!' 2x4 @ 16" O.C. g 1 1/8" 2x4 @ 16" O.C. EXTERIOR 1011-1/81, 2x6 @ 16" O.G. (1) CS18 6" OC INTERIOR LOAD W NOTE 18b BRG ALL 2x_ @ MAX 16" OC INTERIOR (2) CS18 3" OC 0 NON -LOAD BRG ALL 2x_ @ MAX 24" OC HEADER FRAMING No.2 SYP, LSL, OR LVL 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPING REQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION 11.FASTEN ALL PLIES OF HDR TOGETHER W/(2) ROWS 10d @ 12" OC STAGGERED 12.FASTEN HEADER TO KING STUDS PER THE FOLLOWING: a. 2x4 OR 2x6 HEADER (4) 10d TOE -NAILS OR FACE -NAILS b. 2x8 OR 2x10 HEADER (6) 10d TOE -NAILS OR FACE -NAILS c. 2x12, LSL OR LVL HEADER (8) 10d TOE -NAILS OR FACE -NAILS 13. SEE WSP HEADER DETAIL C4/SDA FOR INSTALLATION SPECIFICATIONS 14. MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR INSTALLATION SPECIFICATIONS PLANKHDR MAX SIZE CLEAR F'- Q SPAN 2x4 5-8" 2x6 8-4" (2) 2x4 8-0" (2) 2X6 11, 91, WALL SHEATHING 15. SHEATH ALL EXTERIOR WALLS W1 Z16" 24/16 SPAN RATED OSB OR PLYWOOD. SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN SPF BLOCKING AT ALL HORIZONTAL PANEL EDGES 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD, LINO ON PLAN 17. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN'/s' 24/16 SPAN RATED OSB OR PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" O.C. IN THE FIELD, UNO ON PLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS DENOTED ON FRAMING PLAN: PLAN NOTE LEVEL NO. STUDS HOLDDOWN/ BOTTOM PLT ANCHOR/NAIL F'- Q U) W REQ. EACH END STRAPPING r � W Z i V)f SPACING NOTE 18a 1ST 2 DTT2Z 48" OC UPPER (1) CS18 6" OC W NOTE 18b 1ST 2 HTT4 24" OC UPPER (2) CS18 3" OC 0 NOTE 18c 1ST 3 HTT5 24" OC UPPER (3) CS18 3" OC 18-0243 SHEET NUMBER NOTE 18d IST 3 HDQ8-SDS3 24" OC UPPER N/A NIA DESCRIPTION 10-04-2019 LEGEND & SYMBOLS --1 LOAD BRG WALL W/ UPLIFT ========I LOAD BRG WALL W/O UPLIFT . _ . HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS if 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ 2S* TOP PLT TO STUD CS18 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALLOUT No. OF HDR TO JACK STRAPS REQ 1 CS18 TYPE OF STRAP REQ 1 TT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ � M � � J IL W _ F'- Q U) W � m L c1r) W N Z r � W Z i V)f W� Lu O i Z`w ua '✓ J `C E W U Z =m � W UD II-_ W_j z mU�� r W U c � 0 �-0 ::) Z U C) a- J W 2 PROJECT NUMBER 18-0243 SHEET NUMBER S2.0 SHEET NAME 2nd LEVEL FRAMING REVISIONS DATE DESCRIPTION 10-04-2019 NEW ARCH PLANS AND TRUSSES DESIGNED AKR REVIEWED JER oo o cz000 U 'S j 04co CO Y J� LO V- 1� Q__jT O _J Q 5 m Z �0cco Q Y 0 U M QLO vt I O N O M r1 ,•�`� .••' SCE '•.• • • • Z = ATE F '•.,! Of 0 50 ANN 41001VAL•ai IIIINNI ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 9-10-00 0 0 0 R 0 N 0 O 00 0 2ND LEVEL ROOF PLAN Scale: 1/4"=1'-0" SEE NOTES 15&16 5-06-08 24-00-00 1 2x6 STRUCTURAL SEE NOTES FASCIA W/A35 TO EACH 15 & 16 RAFTER, TYP EACH CORNER AS SHOWN A Is TRUSS FRAMING NOTES: I. r tAO I CIV /ALL NVVI- 1 muz�st,5 1 U UBL I UH HL I (BEAM W/ (3) 10d TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SDA, FOR ALL ADDITIONAI UPLIFT CONNECTIONS REQ 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE ROOF SHEATHING 4. SHEATH ROOF FRAMING W/ 16" 24/16 SPAN RATED OSB OR PLYWOOD, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 170C IN THE FIELD 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALL/FLOOR FRAMING, PROVIDE 2) NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALUFLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF SHEATHING TO NAILER CONVENTIONAL FRAMING NOTES 7. RAFTERS TO BE MIN 2x6 No.2 SYP @ MAX 24" OC 8. RIDGE BOARD,HIP, AND VALLEY TO BE 2x8 No.2 SYP 9. ATTACH RIDGE,VALLEY, AND HIP BOARDS TO RAFTER/GIRDER W/ (6) 10d TOENAIL,' & TO WALL DBL TOP PLT W/ (2) SDWC15600, WHERE APPLICABLE 10. ATTACH EACH RAFTER TO RIDGENALLEY/HIP/TRUSS GIRDER W/ (4) 10d TOE -NAIL; EACH END TO WALL DBL TOP PLT W/ (3) 10d TOE -NAILS & (1) SDWC15600 OVERFRAMING NOTES 11. RAFTERS TO BE 2x6 No.2 SYP @ MAX 16" OC 12. RIDGE BOARD AND VALLEY NAILER TO BE 2x8 No.2 SYP 13. ATTACH VALLEY NAILER TO EACH FRAMING MEMBER BELOW W/ (5) 10d NAILS 14. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY NAILER W/ (5) 10d TOE -NAILS TRUSS OVERHANG SCAB NOTES 15. SCAB TRUSS OVERHANG W/ MIN 6'-0" LONG 2x6 No.2 SYP 16. ATTACH TO TRUSS CHORD W/ (2) ROWS 10d @ 6 OC, STAGGERED N � J LL_ D U _ �; U W 2 00 L W N Z r � r � - 11 W Z W: 11� 0 00 J w w 42� / < r 4c 0 �W Z =m � W U � !— -� z W U Lo:D U) m W v��0 F--�OJ %- _j 0 =)Z v p J FC W 2 PROJECT NUMBER 18-0243 SHEET NUMBER S2.1 SHEET NAME 2nd LEVEL ROOF REVISIONS DATE DESCRIPTION 10-04-2019 NEWARCH PLANS AND TRUSSES DESIGNED AKR REVIEWED JER "o 04 M 1!" �1 00Co O L U Q N m x _j CD ��CCoti Q W Z) Co j m Z Z Cl) m U Lo Q ,a.0 CNI rn C-0 d r No 7693 ' OF ADAM K. RUSSELL, PE FL LICENSE NO. 77693 02-05-2019 N d' co NOTE: W J _ U- THIS DETAIL MAY USED ILO DETAIL Cl c _ IN ANY LOCATIONS THAT A TRUSS ALIGNS C3 2x8 SPF HEEL BLOCKING REQ BETWEEN EACH TRUSS WHERE HEEL HEIGHT IS BETWEEN 9" TO 15", DIRECTLY W/ THE STUD BELOW ONE PLY OF DBL TOP PLT MUST SPAN Q ATTACH W/ (3) 1 Od TOENAILS EACH END AND 10d TOENAILS 6" OC TO DBL TOP PLT •MIN/s" OSB SHEATHING, CONT ACROSS OPENING CONTINUOUS FROM DBL TOP PLT '0 m L M W TO SILL PLT ABOVE OPENING N Z ROOF DECK PRE-ENGINEERED WOOD ROOF DECK PRE-ENGINEERED WOOD •FASTEN SHEATHING TO TOP PLT, CRIPPLES, AND HDR W/ 8d COMMON _� - „_ @ 3" OC � r I'- C TRUSS OR CONVENTIONALLY \\F TRUSS OR CONVENTIONALLY CRIPPLE STUD REQ AT EACH W Z FRAMED RAFTER FRAMED RAFTER END OF HDR, AS SHOWN I z SILL & CRIPPLES TO FRAME OUT ROUGH OPENING v ) {_L1 / - -- - - - � 2x_ No. 2 SYP DBL TOP PLT 2x No. 2 SYP DBL TOP PLT No. OF KING STUD PER PLAN0 MAX 36 }" ROUGH OPENING FASCIA EVERY TRUSS/RAFTER TO TOP PLT W/ SDWC15600 @MAX 24" OC EVERY TRUSS/RAFTER TO TOP PLATE W/ SDWC15600 @ MAX 24" OC ��_ TRUSS/RAFTER TO TOP FASCIA PLOW! NSIDE F600 INSTALLED FROM INSIDE FACE WIND-RATED SOFFIT BY lwspl0 11 w w Lu a WIND-RATED SOFFIT BY CONTRACTOREVERY EXTERIOR WALL STUD SPACING PER FRAMING NOTES OTHER STUD TO TOP PLT W/ SDWC15600 @MAX CONTRACTOR ALIGNED STUD TO DBL TOP PLT W/ SDWC15600 d !. t 32" OC WALL SHEATHING, FASTEN TO DBL TOP PLT INTERIOR LOAD-BEARING STUDFASTEN SPACING PER FRAMING NOTES NOTE: WHERE "LOAD BRG WALL WO UPLIFT" WALL SHEATHING, TO DBL TOP PLT EXTERIOR WALL STUD PER FRAMING NOTES SPACING PER FRAMING NOTES 0` PER FRAMING NOTES IS SHOWN ON FRAMING PLAN, STUD TO TOP PLATE SCREWS MAY BE OMITTED rw V Z = M C1 TYPICAL EXTERIOR ROOF-TO-WALL C2 TYPICAL INTERIOR LOAD-BEARING ROOF-TO-\PJALL C3 ALTERNATE EXTERIOR ROOF TO WALL- TRUSS ALIGNED W/ STUD C4 WSP HEADER FRAMING ELEVATION0_ W J Z UU.):) m >- V-0 W U w �-(j HDR TO EACH INTERMEDIATE L.L.. �- 0 .J JACK W/ SDWC15600 Z Z ,,.,,I Q SPLICE WALL SHEATHING MIN 12" ABOVE 2ND LEVEL BOTTOM PLT, ��� K FASTEN TO BLOCKING PER PLAN r V SPLICE WALL SHEATHING MIN 12" —� ABOVE 2ND LEVEL BOTTOM PLT Z YVE J _ Q MIN (5) FIELD NAILS PER STUD WITHIN BOTTOM 12" OF WALL !�— EVERY OTHER STUD TO BOTTOM PLT W/ SDWC15450 @ MAX 37' OC MIN (5) FIELD NAILS PER STUD WITHIN BOTTOM 17' OF WALL 2ND LEVEL FLOOR SHEATHING HEADER PER P N BOTTOM PLT TO EVERY FLOOR TRUSS 5 z Z 2ND LEVEL BOTTOM PLT TO RIBBON BOARD PER FRAMING 2ND LEVEL FLOOR SHEATHING W/ SDWC15450 @MAX 24" OC 2ND LEVEL FLOOR SHEATHING 2ND LEVEL BOTTOM PLT TO RIBBON BOARD PER FRAMING 2x4 No. 2 SYP NAILER, FASTEN TO TRUSS TOP CHORD W/ 10d @ 6" OC NOTES NOTES PLANK MDR & CRIPPLES BELOW HEADER TO FRAME OUT ROUGH OPENING \ / \ I I 1 PROJECT NUMBER WALL SHEATHING TO 2ND LEVEL BOTTOM PLT PER FRAMING NOTES WALL SHEATHING TO 2ND LEVEL BOTTOM PLT PER FRAMING NOTES /� \ PROVIDE BLOCKING BETWEEN 'a. _ 18-0243 INTERMEDIATE JACKS AT HDR, 2x No. 2 SYP RIBBON BOARD PER 2x4 No. 2 SYP DIAGONAL BRACE @ FASTEN W/ (3)10d TOE-NAILS \ / EACH END ! SHEET NUMBER TRUSS ENGINEERING 48" OC, FASTEN W/ (3) 1O TOE-NAILS EACH END \ / \ PROVIDE MIN (2) INTERMEDIATE SD, 1 JACKS, STUDS TO BE FRAMED / \ BESIDE OPENINGS SHEET NAME y WALL SHEATHING TO 1ST LEVEL DBL TOP PLT PER FRAMING NOTES N Z g II EVERY FLOOR TRUSS TO DBL TOP PLT W/ SDWC15600 @ MAX 24" OC WALL SHEATHING TO 1ST LEVEL DBL TOP PLT PER FRAMING NOTES I + �2 Z PROVIDE BLOCKING BETWEEN INTERMEDIATE JACKS AT SILL, \ FASTEN W/ (3) 10d TOE-NAILS EACH END DETAILS REVISIONS MIN FIELD NAILS PER STUD _ MIN (5) FIELD NAILS PER STUD (5) TOP 12" OF WALL DATE DESCRIPTION WITHIN TOP 12" WALL—EVERY OTHER STUD TO DBL TOP PLT WITHIN SPLICE WALL SHEATHING MIN 12" ! /� i W/ SDWC15600 @ MAX 37' OC SPLICE WALL SHEATHING MIN 12" SEE "HEADER FRAMING ELEVATIONS" BELOW 1ST LEVEL DBL TOP PLT, \-INTERIOR LOAD BRG WALL PER BELOW 1ST LEVEL DBL TOP PLT FOR TOP PLT TO HEADER &KING STUD FASTEN TO BLOCKING PER PLAN FRAMING NOTES TO HEADER CONNECTIONS DESIGNED B1 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PERPENDICULAR B2 TYPICAL INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM B3 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PARALLEL B4 INTERMEDIATE JACK STUDS AT HEADER AKR REVIEWED JER HDR TO TOP PLT W/ KING STUDS TO TOP PLT: SDM15600 OR DSP @ • OPENINGS < 6FT: (1) SDWC15600 37' OC • OPENINGS >6FT: (2) SDWC15600 - UNO ON PLAN - HEADER PER PLANICU M � r O cu 0 U) FLOOR SHEATHING TO BLOCKING> PER TRUSS FRAMING NOTES PLANK HDR &CRIPPLES BELOW J N > V 2x- SPF BLOCKING BETWEEN TRUSS TOP HDR TO FRAME OUT ROUGH OPENING m Ch Y -i � � V- CHORDS, FSTEN EACH END W/ (3)10dIx EVERY OTHER STUD TO BOTTOM 2ND LEVEL FLOOR SHEATHING - --- 04 a J O ANCHOR B OLT W/ NUT & WASHER AS REQ PER FRAMING NOTES NOTE: WHERE "LOAD BRG WALL W/O UPLIFT" PLATE W/ SDWC15450 @ MAX 37' OC 50; Z ` > c') C M Q IS SHOWN ON FRAMING PLAN, THE STUD TO ANCHOR BOLT W/ NUT & WASHER V O ' V & I (q Q Y0 WALL SHEATHING TO BOTTOM BOTTOM PLATE SCREWS MAY BE OMITTED ANCHOR BOLTS MAY BE SPACED @ 770C REQ @ MAX 48" OC & WITHIN 12" OF PLT BREAKS, LINO ON PLAN TYPICAL HEADER FRAMING m U LO PLT PER FRAMING NOTES j ,—FOUNDATION PER PLAN 0 `_�.__ HDR TO TOP PLT W/ M a FOUNDATION PER PLAN --_ - a SDWC15600 OR DSP @ �- p - — G s 24"OC aa 2" MIN EDGE DISTANCE = - a a _ _ ° u HDR TO JACK STUDS W/ III _I a I FLOOR TRUSSCS18 OR MSTA24QUANTITY HEADER PER PLAN ,PER D I I I I I I •• I- PLAN I( III I I PLANK HDR & CRIPPLES BELOW —I I I I III III I I I III—� HDR TO FRAME OUT ROUGH x ���/� I -I I __ -- INTERIOR LOAD BRG WALL PER FRAMING NOTES ( OPENING ��>>����/t1�RUS ;••••• s ��i'i No. 693 . I ATE OF HIGH UPLIFT HEADER FRAMING % •..••• �..• �.� (INHERE STRAPS ARE SPECIFIED ON PLAN) ��/ YAL �0O'1\ Al TYPICAL EXTERIOR WALL AT FOUNDATION _ A2 TYPICAL INTERIOR LOAD-BEARING WALL AT FOUNDATION I A3 INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM- NO UPLIFTA4 HEADER FRAMING ELEVATIONS ADAM K. RUSSELL, E FL LICENSE NO. 77693 02-05-2019 2x4 No. 2 SYP OUTLOOKER @ 2x4 No. 2 SYP BLOCKING BETWEEN (0 MAX 24" OC OVER DROPPED TRUSS TOP CHORDS FASTEN W/ (3) GABLE TO 2ND TRUSS BACK, 10d TOE -NAILS EACH END N FASTEN TO GABLE TC W/ H2.5T STRUCTURAL HEADER PER PLAN W J DIAGONAL BRACE TO BLOCKING co 2x4 No. 2 SYP BLOCKING W/ (6)10d _-- BETWEEN OUTLOOKERS, 4- - PRE -MANUFACTURED ROOF TRUSS WALL END STUD TO DBL TOP BY OTHERS, TRUSS REQ TO HAVE PLT W/ SDWC15600 3:FASTEN W/ (3) 1 Od TOE -NAILS VERTICAL OVER SHEARWALL EACH END W V FASCIA Q PER ARCH (n W MAX 16" •2x4 No. 2SYP X -BRACING BETWEEN OVERHANG LENGTH OTRUSS F 8HEARWAQ FULL 7Z- M W OUTLOOKER TO TC W/ (3) 1 OdI I { I 1 I A A __ __._ ___ --_ . FASTEN X -BRACING TO EACH TRUSS N Z TOE -NAILS i VERTICAL W1(3)10d FACE -NAILS l 1 II i II � � I 2x4 No. 2 SYP EDGEWISE BLOCKING WALL DBL TOP PLT TO W BETWEEN TRUSS BC, FASTEN TO DBL BLOCKING W/ (2) MSTA24 OR Z MIN 36" LONG No. 2 SYP 2x4 I l 1 I l I TOP PLT W/ 1 Od TOE -NAILS @ 3" O.C. (2) CS18 HORIZONTAL (2) 2x_ BLOCKING IN LINE I 1 I I I 1 PLANK HEADER TO JACK STUDS W/ PLANK HEADER PER PLAN STRAPS CENTERED ABOUT W/ DBL TOP PLT OF SPECIAL SHEARWALL SHEATHING CHANGE IN PLT HEIGHT LOWER BRG HEIGHT NAILER TO GABLE VERTICAL (2) A35 TO WIDE FACE @ EACH END REQUIRED, SEE FRAMING NOTES FOR WALL, FASTEN TO STUDS W/ 10d @ 3" OC I I I I OF HEADER, TYP AS SHOWN TRUSSES PERPENDICULAR SPECIFICATIONS W/ (3) 1 Od TOE -NAILS F 2x6 No.2 SYP DIAGONAL EACH END z ! w II II BRACE, FOR BRACE LENGTHS �s, a1 � � >8FT PROVIDE 2x6 T -BRACE I l I I JACK/KING GROUP F'ER PLAN _ -- 0 - I I ) l I I I DIRECTLY ON TOP OF SHEARWALL, 1 FASTEN o, • •o, • • s 0 NAIDIAGERNW/ HGA10 AL BRACE TO 2x4 I I I I A35 TO JACK STUDS, LOCATE ANGLE AT TOP & (I 1 DRAG TRUSS BC TO SHEARWALL DBL TOP = w DER TO PLT W/ 10d TOE -NAILS @ MAX 4" OC SPACING I i N > WIDEBOTTOFA EF (2)TOTALEACH END OFE FACE OF PLANK HEADER w 1 1 l PRE -MANUFACTURED ROOF TRUSS BY MAX 11" F�f°��r�. � � �u , t��� � OTHERS 2x No. 2 SYP NAILER `✓ J GABLE TRUSS -N DBL TOP FASTENED TO SW Q PLT W/ 10d TOE -NAILS @ 4" DBL TOP PLT W/ 10d OC TRUSS BC TO BLOCKING/NAILER W/ FACE -NAILS @ 3" OC SECI4ON A -A {3) 10d FACE NAILS NOTES 2x4 No. 2 SYP BLOCKING @ 12" O.C., GABLE TRUSS TO DBL TOP 1. DETAIL SIMILAR FOR TRAY CEILING FASTEN EACH BLOCK TO DBL TOP PLTW! {4)104 ' PLT W/ SDWC15600 @MAX APPLICATIONS �SPECIAL SHEARWALL SHEATHING 48" OC 2. FOR PORCH LOCATIONS, 36" VERTICAL NAILER AND DIAGONAL BRACE MAY BE REQUIRED, SEE FRAMING NOTES FOR W OMITTED PROVIDED PORCH CEILING IS OPTION 1 SPECIFICATIONS OPTION 2 FULLY SHEATHED TRUSSES PARALLEL C5 GABLE ANGLE BRACING z = m i— C6 PLANK HEADER FRAMING C7 INTERIOR SHEARWALL TO ROOF TRUSS C8 CHANGE IN PLATE HEIGHT W V 0 WJ z ULoZ) BEAM TO PERP. WALL m r a STUDS/POST DOWN W/ HTS20 �A VERTICAL POST DOWN TO PROVIDE - - - OR TO PARALLEL WALL FULL BRG TO WALL DBL TOP PLT, STUDS/POST DOWN W/ MSTA24 J (WHERE POST DOWN >12" LONG, 2x No. 2 SYP NAILER, Z z ADD (1) MSTA24 POST DOWN TO FASTEN TO BEAM WJ \ \ I I / / WALL STUDS BELOW] ; 10d @ 4" OC - -- ..- PERPENDICULAR WALL FRAMING i. 'J Q u Z U BEYOND, IF APPLICABLE - 1 — - --- --- -- �.�--- PROVIDE 2x BLOCKING TO J CREATE DBL SILL @TOP OF -_ -- -_ - SW WINDOW, FULL LENGTH OF PRE-MANUF ROOF 2x No. 2YP BLOCKING, i FASTEN S TRUSS BW(3) SW 401 TRUSS BY OTHERS E � 10d TOE -NAILS EACH END (2) ROWS 10d (3) ROWS 10d @ 12" (2) ROWS 6" ,SDW W } FULLY SHEATH PORCH @ 12" OC OC STAGGERED, SCREWS @24" OC (2) HORIZONTAL CS18 STRAPS CEILING W/%6' 24/16 SPAN STAGGERED INSTALLED FROM STAGGERED RATED OSB, FASTEN W/ 8d EACH FACE TO BLOCKING, FULL LENGTH BEAM BRG ABOVE TOP PLT ELEV UPLIFT CONNECTORS NOT COMMONS @ 3" OC EDGE, OF SW — SHOWN FOR CLARITY, SEE 12" OC FIELD PROJECT NUMBER PERPENDICULAR WALL PERPENDICULAR WALL SHEET SD.1 FOR TYPICAL FRAMING BEYOND, IF FRAMING BEYOND, IF TRUSSES PERPENDICULARS -O243 X71 -I APPLICABLE APPLICABLE WALL SECTIONS 2 -PLY 3 -PLY 4 -PLY SHEET NUMBER PROVIDE 2x_ BLOCKING TO CREATE DBL SILL @BOTTOM Z117 - M BEAM TO PERP. WALL BEAM TO WALL STUDS PRE-MANUF. ROOF PRE-MANUF. ROOF MIN (3) FASTENERS 17 R OF WINDOW, FULL LENGTH OF STUDS W/ HTS20 OR TO W/ HUC HANGER TO TRUSS BY OTHERS TRUSS BY OTHERS AT BEAM SPLICE END D, SW PARALLEL WALL STUDS MATCH BEAM S 2 (2) HORIZONTAL CS18 STRAPS W/ MSTA24 DIMENSIONS I2x No. 2 SYP 2x_ Na 2 SYPTO JOINT �+�-IEE-T NAME OF SW BLOCKING, FULL LENGTH _ -/_ - I NAILER, FASTEN NAILER, FASTEN TO -- ----__�.._ ___.. SH M �- - - - -_ �. - - - - NOTCH TOP OF BEAM - - -- - i TO BEAM W/ 1 Od ,''G; 3" TO SIT BELOW WALL F @ 4" OC I I I WALL DBL TOP PLT W/10d@4"OC BOOM PLT ANCHORS @ I I I i I DBL TOP PLT 1 I = ( I ( I ( - •_._._ NAIL SPACING ABOVE DETAILS ..I .. 2ND LEVEL SW END STUDS I I , TO FRAMING BELOW W/ (( I a i i I I _- _n__. _-- . _.. ___ _ _--__ REVISIONS (2) CS18 OR (2) MSTA36 I I ' ' _ 4"i 1 i I NOTE: • OPTIONAL OSB FLITCH MAY BE ADDED BETWEEN BEAM PLIES AT CONTRACTOR'S DATE DESCRIPTION r FULLY SHEATH PORCH DISCRETION WALL STUDS BELOW WALL STUDS BELOW • FASTENER SUBSTITUTION W/ OSB FLITCH: CEILING W/ Y •• USE 10d COMMON ILO 10d NAILS PORCH BEAM, No, Yl 6" 24/16 SPAN PORCH BEAM, No. FASTEN W18d STUDS TO MATCH No. STUDS TO MATCH No. RATED OSB, •• SDW SCREWS TO BE INSTALLED FROM BEAM PLIES COMMONS @ 3" OC EDGE, BEAM PLIES 12" OC FIELD EACH FACE FOR 4 -PLY MEMBERS BEAM POCKET AT TOP PLT ELEV BEAM Wi' HANGER AT TOP PLT ELEV TRUSSES PARALLEL > B5 SPECIAL FORCE TRANSFER SW ELEVATION DESIGNED B6 PORCH BEAM TO WALL DETAILS B7 PORCH SHEATHING @ ALL EXTERIOR PORCHES B8 MULTI -PLY BEAM/HDR CONNECTION (TOP-LOADEDONLY) AKR REVIEWED ------JER -rr-ter iT--- 'rl rr-- ---- HDR TO JACK STUDS W/ I I I•I I I (_ NAILING ONLY �r-I-r APPLICABLE W/ PONY I I 11 11 1 (2) CS18 OR (2) MSTA24 11 1.1 11 I'I I I I I I I I I _.._ .._. _....__ I 1 Ia1 11 I;I WALL FOR >1 OFT PLT I I I I I I I I CEDAR BEAM PER PLAN SHEATHING TO HDR w HDR TO JACKS W/ < w m .. W/ 8d COMMON @ 3' •' -, a (2) MSTA24 OR CS18 HEADW50ER 3: m QO O HEADER oGARAGE a OC IN GRID PATTERN Q acd p PER PLAN Z U 00 U AS SHOWN w aa� s ��> = J U F -Q J N> • .. C7 _ .. w U) W ? 2x_ BLOCKING, FASTEN '� • O mM�Cfl VERTICAL PANEL w -' q TO UNDERSIDE OF HDR I LL SPLICE @OPENING F- < w o z W/ (2) ROWS 16d SINKER p EACH BEAM TO POST 1 N IS PERMITTED .. •• z0 ° w z @ 3"OC I W/ (1) SIMPSON CBT4Z • Q W M o • • v z z = v p I W/ (3) %" O PINS TO (2) ROWS OF (2) ROWS 10d @ 12 (2) ROWS 10d 12" a _J p �• w F- O (3) JACK STUDS @ BEAM AND POST FASTENERS OC STAGGERED OC STAGGERED, (2) ROWS 6" SDWvi 2 SCREWS @ 24" OC � M Z STAGGERED INSTALLED FROM Q z 00 • •. m OPENING ` INSTALLED PROM w CM Q JACKIKING STUDS •• •• EACH FACE PER PLAN, FASTEN . • (2) JACK STUDS! (1) KING z �--�-- EACH FACE ir M U TO FDN W/ABU66Z •• STUD @ END OF PORTAL J p PT POST PER PLAN Y p SEGMENT a 1 • m Q<U-) CORNER STUDS TO EDGE NAIL •' •• 0 1 7) O FDN W/ DTT2Z SHEATHING W/ (2) •• •• a W --- y ROWS 8d COMMON @ •. - _ _ POST TO FDN W/ ONE OF z z m tl JACK/KING STUDS 3" OC, TYP AS SHOWN .• •• PROVIDE (2) 2x BLOCKING i THE FOLLOWING OPTIONS: • F_ < • • - • ABU44Z- 4x4 POST < e PER PLAN, FASTEN @ PANEL SPLICE •ABU6 TO FDN W/ ABU66Z LOCATION, IF APPLICABLE 6Z- 6x6 POST • ABU6 ANCHOR BOLT ANCHOR BOLT ;• ;� C7 JACK STUDS FOUNDATION PER PLAN SECTION A -A WITHIN 6" OF END OF WITHIN 6" OF END OF z U &END OF PORTAL •p • NOTE: 0 PLT SEGMENT PLT SEGMENT •• •• a SEGMENT TO FDN W/ IF POST IS INSTALLED ON TOP OF • CORNER STUDS TO .. _ HTT5 u, CONCRETE PEDESTAL, INCREASE FDN W/ DTT2Z Q a MIN (1) ANCHOR WITHIN d _ _ - \\\11111111111/jl� ANCHOR LENGTH SUCH THAT MINK, RU$S�%i� • 2 a !I �� i A A " ° O GARAGE RETURN ° a EMBED DEPTH IS ACHIEVED BELOW \\�.••""'•aF �,/ FDN PER PLAN •• •• z —� 1 ' SLAB ELEV WIDE -FACE 2 -PLY 3 -PLY 4 -PLY ,\ Q�a���CENS • '/, —� �— No. 7 3 S FDN PER PLAN - I ° °d I I • d (! • 1 ATE OF e �/ • ' •� • \\` I ,cam OQ, - - 4----� SHEATHING FASTENING PORTAL FRAMING / ,,--e �I I I — I ! � /���i���+Iw�Aj� 11\������\• ADAM K. RUSS L, PE A5 GARAGE RETURN <1'-9" WIDE A6 PORTAL FRAME ELEVATION- TYPICAL AT EACH END'WALL SEGMENT A7FL LICENSE NO.. TYPICAL CONCEALED BEAM CONNECTION AT FRONT ENTRY BEAMS A8 MULTI -PLY STUD CONNECTION 02-05-2019 PER PLAN OPENINGSHEADER FRAMING o. TYPICAL X �' .ACIVAifi�Yll i.. f+ .41� ...�..�..e.r.,�. ­wm.a�.a LIia+..�.�•�..��.....�..+.W...MM....0 I� Z U BEYOND, IF APPLICABLE - 1 — - --- --- -- �.�--- PROVIDE 2x BLOCKING TO J CREATE DBL SILL @TOP OF -_ -- -_ - SW WINDOW, FULL LENGTH OF PRE-MANUF ROOF 2x No. 2YP BLOCKING, i FASTEN S TRUSS BW(3) SW 401 TRUSS BY OTHERS E � 10d TOE -NAILS EACH END (2) ROWS 10d (3) ROWS 10d @ 12" (2) ROWS 6" ,SDW W } FULLY SHEATH PORCH @ 12" OC OC STAGGERED, SCREWS @24" OC (2) HORIZONTAL CS18 STRAPS CEILING W/%6' 24/16 SPAN STAGGERED INSTALLED FROM STAGGERED RATED OSB, FASTEN W/ 8d EACH FACE TO BLOCKING, FULL LENGTH BEAM BRG ABOVE TOP PLT ELEV UPLIFT CONNECTORS NOT COMMONS @ 3" OC EDGE, OF SW — SHOWN FOR CLARITY, SEE 12" OC FIELD PROJECT NUMBER PERPENDICULAR WALL PERPENDICULAR WALL SHEET SD.1 FOR TYPICAL FRAMING BEYOND, IF FRAMING BEYOND, IF TRUSSES PERPENDICULARS -O243 X71 -I APPLICABLE APPLICABLE WALL SECTIONS 2 -PLY 3 -PLY 4 -PLY SHEET NUMBER PROVIDE 2x_ BLOCKING TO CREATE DBL SILL @BOTTOM Z117 - M BEAM TO PERP. WALL BEAM TO WALL STUDS PRE-MANUF. ROOF PRE-MANUF. ROOF MIN (3) FASTENERS 17 R OF WINDOW, FULL LENGTH OF STUDS W/ HTS20 OR TO W/ HUC HANGER TO TRUSS BY OTHERS TRUSS BY OTHERS AT BEAM SPLICE END D, SW PARALLEL WALL STUDS MATCH BEAM S 2 (2) HORIZONTAL CS18 STRAPS W/ MSTA24 DIMENSIONS I2x No. 2 SYP 2x_ Na 2 SYPTO JOINT �+�-IEE-T NAME OF SW BLOCKING, FULL LENGTH _ -/_ - I NAILER, FASTEN NAILER, FASTEN TO -- ----__�.._ ___.. SH M �- - - - -_ �. - - - - NOTCH TOP OF BEAM - - -- - i TO BEAM W/ 1 Od ,''G; 3" TO SIT BELOW WALL F @ 4" OC I I I WALL DBL TOP PLT W/10d@4"OC BOOM PLT ANCHORS @ I I I i I DBL TOP PLT 1 I = ( I ( I ( - •_._._ NAIL SPACING ABOVE DETAILS ..I .. 2ND LEVEL SW END STUDS I I , TO FRAMING BELOW W/ (( I a i i I I _- _n__. _-- . _.. ___ _ _--__ REVISIONS (2) CS18 OR (2) MSTA36 I I ' ' _ 4"i 1 i I NOTE: • OPTIONAL OSB FLITCH MAY BE ADDED BETWEEN BEAM PLIES AT CONTRACTOR'S DATE DESCRIPTION r FULLY SHEATH PORCH DISCRETION WALL STUDS BELOW WALL STUDS BELOW • FASTENER SUBSTITUTION W/ OSB FLITCH: CEILING W/ Y •• USE 10d COMMON ILO 10d NAILS PORCH BEAM, No, Yl 6" 24/16 SPAN PORCH BEAM, No. FASTEN W18d STUDS TO MATCH No. STUDS TO MATCH No. RATED OSB, •• SDW SCREWS TO BE INSTALLED FROM BEAM PLIES COMMONS @ 3" OC EDGE, BEAM PLIES 12" OC FIELD EACH FACE FOR 4 -PLY MEMBERS BEAM POCKET AT TOP PLT ELEV BEAM Wi' HANGER AT TOP PLT ELEV TRUSSES PARALLEL > B5 SPECIAL FORCE TRANSFER SW ELEVATION DESIGNED B6 PORCH BEAM TO WALL DETAILS B7 PORCH SHEATHING @ ALL EXTERIOR PORCHES B8 MULTI -PLY BEAM/HDR CONNECTION (TOP-LOADEDONLY) AKR REVIEWED ------JER -rr-ter iT--- 'rl rr-- ---- HDR TO JACK STUDS W/ I I I•I I I (_ NAILING ONLY �r-I-r APPLICABLE W/ PONY I I 11 11 1 (2) CS18 OR (2) MSTA24 11 1.1 11 I'I I I I I I I I I _.._ .._. _....__ I 1 Ia1 11 I;I WALL FOR >1 OFT PLT I I I I I I I I CEDAR BEAM PER PLAN SHEATHING TO HDR w HDR TO JACKS W/ < w m .. W/ 8d COMMON @ 3' •' -, a (2) MSTA24 OR CS18 HEADW50ER 3: m QO O HEADER oGARAGE a OC IN GRID PATTERN Q acd p PER PLAN Z U 00 U AS SHOWN w aa� s ��> = J U F -Q J N> • .. C7 _ .. w U) W ? 2x_ BLOCKING, FASTEN '� • O mM�Cfl VERTICAL PANEL w -' q TO UNDERSIDE OF HDR I LL SPLICE @OPENING F- < w o z W/ (2) ROWS 16d SINKER p EACH BEAM TO POST 1 N IS PERMITTED .. •• z0 ° w z @ 3"OC I W/ (1) SIMPSON CBT4Z • Q W M o • • v z z = v p I W/ (3) %" O PINS TO (2) ROWS OF (2) ROWS 10d @ 12 (2) ROWS 10d 12" a _J p �• w F- O (3) JACK STUDS @ BEAM AND POST FASTENERS OC STAGGERED OC STAGGERED, (2) ROWS 6" SDWvi 2 SCREWS @ 24" OC � M Z STAGGERED INSTALLED FROM Q z 00 • •. m OPENING ` INSTALLED PROM w CM Q JACKIKING STUDS •• •• EACH FACE PER PLAN, FASTEN . • (2) JACK STUDS! (1) KING z �--�-- EACH FACE ir M U TO FDN W/ABU66Z •• STUD @ END OF PORTAL J p PT POST PER PLAN Y p SEGMENT a 1 • m Q<U-) CORNER STUDS TO EDGE NAIL •' •• 0 1 7) O FDN W/ DTT2Z SHEATHING W/ (2) •• •• a W --- y ROWS 8d COMMON @ •. - _ _ POST TO FDN W/ ONE OF z z m tl JACK/KING STUDS 3" OC, TYP AS SHOWN .• •• PROVIDE (2) 2x BLOCKING i THE FOLLOWING OPTIONS: • F_ < • • - • ABU44Z- 4x4 POST < e PER PLAN, FASTEN @ PANEL SPLICE •ABU6 TO FDN W/ ABU66Z LOCATION, IF APPLICABLE 6Z- 6x6 POST • ABU6 ANCHOR BOLT ANCHOR BOLT ;• ;� C7 JACK STUDS FOUNDATION PER PLAN SECTION A -A WITHIN 6" OF END OF WITHIN 6" OF END OF z U &END OF PORTAL •p • NOTE: 0 PLT SEGMENT PLT SEGMENT •• •• a SEGMENT TO FDN W/ IF POST IS INSTALLED ON TOP OF • CORNER STUDS TO .. _ HTT5 u, CONCRETE PEDESTAL, INCREASE FDN W/ DTT2Z Q a MIN (1) ANCHOR WITHIN d _ _ - \\\11111111111/jl� ANCHOR LENGTH SUCH THAT MINK, RU$S�%i� • 2 a !I �� i A A " ° O GARAGE RETURN ° a EMBED DEPTH IS ACHIEVED BELOW \\�.••""'•aF �,/ FDN PER PLAN •• •• z —� 1 ' SLAB ELEV WIDE -FACE 2 -PLY 3 -PLY 4 -PLY ,\ Q�a���CENS • '/, —� �— No. 7 3 S FDN PER PLAN - I ° °d I I • d (! • 1 ATE OF e �/ • ' •� • \\` I ,cam OQ, - - 4----� SHEATHING FASTENING PORTAL FRAMING / ,,--e �I I I — I ! � /���i���+Iw�Aj� 11\������\• ADAM K. RUSS L, PE A5 GARAGE RETURN <1'-9" WIDE A6 PORTAL FRAME ELEVATION- TYPICAL AT EACH END'WALL SEGMENT A7FL LICENSE NO.. TYPICAL CONCEALED BEAM CONNECTION AT FRONT ENTRY BEAMS A8 MULTI -PLY STUD CONNECTION 02-05-2019 ATLANTIC BEACH COUNTRY CLUB, LOT 15, ATLANTIC BEACH, FLORIDA 32233 VICINITY MAP SEE SURVEY FOR �,ITF INF[1RnnnTinni DRAWING INDEX ARCHITECTURAL G100 SITE PLAN, VICINITY MAP, PROJECT INFORMATION & INDEX OF DRAWINGS A101 FIRST FLOOR PLAN A102 SECOND FLOOR A103 DOOR & WINDOW SCHEDULES A200 ROOF PLAN A301 FRONT & RIGHT SIDE ELEVATIONS A302 REAR & LEFT SIDE ELEVATIONS A303 PERSPECTIVE VIEWS A401 WALL SECTIONS A402 WALL SECTIONS & DETAILS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTIONS A407 EAST -WEST CROSS SECTION A408 NORTH -SOUTH CROSS SECTION A501 WINDOWS & DOORS DETAILS A502 BALCONY DETAILS E101 FIRST FLOOR ELECTRICAL SCHEMATIC PLAN E102 SECOND FLOOR ELECTRICAL SCHEMATIC PLAN STRUCTURAL UNDER SEPARATE COVER SURVEY UNDER SEPARATE COVER PERMIT & CONSTRUCTION Illll�l�llll� �M Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 ©2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 Project Number 25518 Date 02-05-19 Drawn By Ov Checked By ov Scale G1 00 - - --- - 86'- 0" 14' - 10" 10' - 6" 4' - 0� - --f 1 A408 25' - 0" 2 A404 1 FIRST FLOOR PLAN 114" = V-0" 82' - 0" AREA CALCULATION 1st FLOOR 2,872 SF 120' LOT DEPTH, 80' WD = 9,600 SF 2nd FLOOR 1,912 SF 20' FRONT SETBACK BONUS 621 SF 10' REAR SETBACK 5' SIDE SETBACK TOTAL COND 5,405 SF 0 65% MAX. LOT COVERAGE = 6,240 COVERED ENTR 233 SF ACTUAL LOT COVERAGE = GARAGE 748 SF 4,681 E)LDG & +/- 600 SF PAVED DRIVE _ COV. PORCHIW/ STEPS 512 SF 5,281 SF < 6,240 SF COVERERED LANAI 316 SF ACTUAL LOT COVERAGE _ BALCONY 1 BALCONY 2 88 SF 4,857 S F = +/_ 55,01 % TOTAL NON-C:OND 87 SF < 65% 1,984 SF SEE SURVEY FOR FINAL LOT COVERAGE CALCULATION TnTA 1 11KIMCD 12^^r , ,,,,,, __ 0GYDESIGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE] ATLANTIC BEACH COUNTRY CLUB, LOT 15 FIRST FLOOR PLAN Project Number Date Drawn By Checked By 25518 02-05-19 OV OV AlScale --------- 1/4 � _ 1 1-0I1 M 0 a 0GYDESIGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE] ATLANTIC BEACH COUNTRY CLUB, LOT 15 FIRST FLOOR PLAN Project Number Date Drawn By Checked By 25518 02-05-19 OV OV AlScale --------- 1/4 � _ 1 1-0I1 SECOND FLOOR PLAN 1/411 = 1'-0" uGYDE,,:,s,GN Yellow Star Ln N Jacksonville, Florida 904-716-6335 �c�2019 Ogy Design, Inc_ Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 SECOND FLOOR PLAN Project Number _ 25518 Date 02-05-19 Drawn By OV Checked By Ov Al 02 Scale 1/4 It = 1 '-0" Mark Width Height I Count Comments EW EGRESS WINDOW 1 16' - 0" 8'- 0" 1 GARAGE DOOR 2 8' - 0" 8' - 0" 1 GARAGE DOOR 3 t4 3' - 0" 8' - 0" 1 EXTERIOR DOOR 3'-0" 7'-8"1 � EXTERIOR DOOR 5 5' - 0" 9' - 0" 1 ENTRY PIVOT DOOR 6 3' - 0" 8' - 0" 1 20 MIN. DOOR W/ CLOSURE 7 9'-0" 8' -Of' 1 8 16-011 T- 11 1/2" 1 9 10' - 2 3/4" T- 11 1/2" 1 10 8'- 0 5/8" T- 11 1/2" 1 - 11 3'- 17/16" T- 11 1/2" 6 12 3'- 1 7/16" T- 111/2" 1 13A 21-611 8' - 0" -1 20 MIN. DOOR W/ CLOSURE 14 31-01' —8'-0" 1 BARN DOOR 15 16 2' - 8" 2' - 8" 81-011 8'- 0" 9 1 -- --- POCKET DOOR 17 2'-6" 8'-0" 2 17 2' - 6" 8' - 0f' 4 17 2' - 6" 8' - 0" 1 - ---------- POCKET DOOR 18 2' - 6" 8' - 0" 1 POCKET DOOR 19 2' - 4" 8' - 0" 4 - -- - -- 2' - 4" 8' - 0" 7 POCKET DOOR r20 22 51-011 8' - 0" 1 SLIDING DOOR -- -- 23 41-611 8'- 0" 1 CASED OPENING 24 3' - 0" 8' - 0" 1 CASED OPENING 25 ` 3' - 0" 71- 8" 1 EXTERIOR DOOR 26 2'-4" 8'-0" 1 35 7'-0" 81-0" 1 W/ TRANSOM [ W/ TRANSOM W/ TRANSOM O W/ TRANSOM OL FLOOR PLAN WINDOW LEGEND: SH WINDOW W/ SHADE SC/SN WINDOW W/ SCREEN & SHADE EW EGRESS WINDOW CASEMENT OPERABLE WINDOW FCL - LEFT HANDED W/HINGES ON LEFT FRAME SIDE CASEMENT OPERABLE WINDOW FCR - RIGHT HANDED W/HINGES ON RIGHT FRAME SIDE FIXED WINDOW O O D1 ^O CH) lHJ n FIRST FLOOR 3/16" = 1'-0" O O Il FINISH FLOOR \ 5'x9'-6" PIVOT DOOR 5 o' FINISH FLOOR 16'- 0" IV 9' - 0" 3 PANELS BIFOLD DOOR 7 10' - 0" �i NOTE: ADD 2'-0"x7'-8" TRANSOM WINDOWS ABOVE aARnrP nnnQ 8'- 0" ILLL1 I — I SLIDING DOOR SLIDING DOOR SLIDING DOOR O O O O 8 DOOR��YES 9 10 � 1 /4" n SECOND FLOOR 3/16" 1 0.. 6'- 8" _ 3, 0., 3' - 0" Of 3' - 0"do 3` - 0" � 0„ 3' _ 4�, 3' - 4,. 3 "0 3'-0" 3'.p" .-0" FFIE EH i NO 0] /Z in TL CV) oh \ a ao eoca 8- 0 a0 m C - 00 601 m ;O�` `� m OD a .o A Go Go ic 31 c o 2'-4" @ u, i FINISH iv N ih BONUS in "v iq CJ `�' o FLOOR � � FIXED CASEMENT FIXED CASEMENT CASEMENT FIXED AWNING C4 WIND CASEMENT OW WINDOW FIXED AWNING FIXED CASEMENT CASEMENT FIXED AWNING CASEMENT FIXED CASEMENT WINDOW FIXED WINDOW DOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW FIXED WINDOW WINDOW WINDOW WINDOW WINDOW W/ TRANSOM W/ TRANSOM W/ TRANSOM A B B1 C D Dl D2 E El E2 F G J J1 J2 K K1 L L1 W/ SECURITY W/ SECURITY L2 t� WINDOW SCHEDULE NOTE: TOP OF 2nd FLOOR WINDOWS TO BEAT@ 7'-8" U.O.N. ON ELEVATIONS LAZING @ SHOWER GLAZING @ TUB � 1/4 1' 0" i 0GYDE!=n=1(wnN Yellow Star Ln N Jacksonville, Florida 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB., LOT 15 �il 1 0101 k0*16114VITI SCHEDULES Project Number .25518 Date _ 02-05-19 Drawn By O V Checked By OV Scale As indicated i s ---FIBERGLASS SHINGLES OVER 30# FELT OVER ROOF SHEATHING ON PRE -ENG. WOOD ROOF TRUSSES, TYP - ROOF PLAN 1/4" = 1'-0" COMMUNITY DEVEc' ONENT DENIED 0GyDE%'­11­­­4tmN Yellow Star Ln N Jacksonville, Florida 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date f I MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 ROOF PLAN Project Number 25518 Date 02-05-19 Drawn By oV Checked By oV A200 Scale 1/4 11 = 1 '-0" eln n! l ACC CL11\IP`I170 TVn (NOT SHOWNIIIIIIIIIIIIIIIIIIIIII�LARITY) x3" METAL "T" FEATURE, ')If) Clhlr__1 C 1-11141!` \AII4/r1!\\A! TVn C:ULUK: WHllt TYP. FIBERGLASS SHINGLES, TYP ---ARTISAN FIBER -CEMENT LAP SIDING WITH 6" EXPOSURE, 4 COLOR: WHITE TY P. y, to FIRST FLOOR ` of -oil GRADE -21 - Oil \_SMOOT STUCCO COAT, __—CU BEYOND zl _ rite �—STUCCO COAT, COLOR: WHITE, TYP. MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 FRONT & RIGHT SIDE ELVATIONS Project Number 25518 Date 02-05-19 Drawn By Ov Checked By OV A 3 01 Scale 1/411 = 1'-0" ROOF TRUSS BEARING 2'x5'-2" DECORATIVE BRACKET, COLOR: WHITE TY P. 6 2'-1" x8'-4" DECORATIVE BRACKET BEYOND, r' COLOR: WHITE TYP. 2 co M —1" x 10" FIBER -CEMENT TRIM SECOND FLOOR__ �'-ol- - -- -- -- 11'- 9 7/81 4" _ 1 ST PL HGT 10'-11/8" FIRST FLOOR n 01-011 — GRADE _21 - 011 MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 FRONT & RIGHT SIDE ELVATIONS Project Number 25518 Date 02-05-19 Drawn By Ov Checked By OV A 3 01 Scale 1/411 = 1'-0" ARTI WITI- COI TY P. TRUSS BEAF 22'-11" ROOF TRU% BEARIN —20'- 11 " SECOND FLS 11' - 9 7/8" rh 1ST PL HGT \J 10'- 1 1/8" FIRST FLOOI 0' -off V GRADE VJ 2' - 0" Elm rm-.-..- COLOR: WHITE TYP. T.O. ROOF /1 , 32'- 8 1/2" D GUTTER, CKET TYPE ROOF TRUSS T.1 BEARING_ LU 32 2'x4 W COI O RC O 0 I W a 1" x __SECOND FLOOR 11'- 9 7/8" �i TRIN M W CANOPY, FIBERGLASS 0 ;LES I a ARTI W ITF O COL TYP. d C4 SE M 10' ALUA BEYC FIR 01 - GR -2' - ARTI WITI- COI TY P. TRUSS BEAF 22'-11" ROOF TRU% BEARIN —20'- 11 " SECOND FLS 11' - 9 7/8" rh 1ST PL HGT \J 10'- 1 1/8" FIRST FLOOI 0' -off V GRADE VJ 2' - 0" Elm rm-.-..- COLOR: WHITE TYP. T.O. ROOF /1 , 32'- 8 1/2" D GUTTER, CKET TYPE ROOF TRUSS BEARING_ LU 20' 0 W O C® Q O 0 I 0" FIBER -CEMENT d __SECOND FLOOR 11'- 9 7/8" �i 1 ST PL HGT 10' M - 1 1/8" CANOPY, FIBERGLASS ;LES I _ FIRST FLOO 0' -Oil -- -- — GRADE -2' 0" URE, TYP. BONUS PLATE _ _DORM. I BONUS PLATE 18'- 11" SECOND FLOOR 11' - 9 7/8" 1 ST PL HGT 10' - 1 1/8" 2/2 SINGLE HUNG WINDOW, TYP FIRST FLOOR 0'-0"� _ GRADE � -2f - Oil V RTISAN FIBER -CEMENT LAP SIDING ITH b" EXPOSURE, OLOR: WHITE 'P OGYUOw46'ESiGN Yellow Star Ln N Jacksonville, Florida 904-716-6335 02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 REAR & LEFT SIDE ELEVATIONS Project Number 25518 gate 02-05-19 Drawn By --- - Ov Checked By --- —--- OV A302 Scale 1/4 = 1'-0" im m �o� opo ME." m mm, 'i'm " 11 1 - " I., � � I a4 -�� i III R ............ m r VO , 511, F 0 'D UEsiGN MLAN NO` \'T ga, all r VO , 511, F 0 'D UEsiGN MLAN NO` \'T all r VO , 511, F 0 'D UEsiGN MLAN 1IC: BEAU CLUB, LC nonenre �Wloi I 0 W I I'll, k k 01 C9 12 �6 R-38 ROOF INSULATION g" GWB ON PRE -ENG PRE-ENGINEERED ROOF WOOD TRUSSES SELF -ADHERED ROOFING UNDERLAYMENT FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHING --------------------- 2'-0" -- - ------2'-0" �I ' ___ _ ELEV: 20'-11" TRUSS BEARING , =-' --- - --- VENTED PVC 4 TYP. SOFFIT A402 4" x 3 2" FIBER CEMENT FLOOR FINISH & BASE, SEE INTERIOR DRAWINGS T&G PLYWOOD SUBFLOORING , SEE STRUCTURAL PRE -ENG WOOD FLOOR TRUSSES, SE STRUCTURAL g" GBW AT CEILING " GWB ON 2x6 SEE STRUCTURAL FOR FASTEN RS & CONNECTORS ALUMINUM "Z" FLASHING 4" x 9 4" FIBER -CEMENT SMOOTH TRIM j, ELEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING NOTE: PROVIDE SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1 193 FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION WALL SHEATHING, SEE STRUCTURAL 2x6 EXTERIOR WALL FRAMING, SEE STRUCTURAL R-19 WALL INSULATION 3 TYP. --------- A402 CONC. SLAB FOOTING, SEE STRUCTURAL ELEV: 0'-0" FIRST FLOOR If. ° FINISH GRADE CMU STEM WALL, SEE 6 MIL VAPOR \� �//\//j\///\\�//\ . �' TRUCTURAL BARRIER ON COMPACTED &TERMITE TREATED SOIL \ FINISH GRADE / \ '\r WALL SECTION @EXTERIOR WALL 3/4"=1'-0" -10 0 ----------------- F SECTION 1 OF THIS SHER ADDITIONAL NOTES SEE ROOF PLAN PRE-ENGINEERED ROOF WOOD TRUSSES 12 SELF -ADHERED ROOFING UNDERLAYMENT FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHING 2'-0" ------------ R-38 ROOF -------------------------- INSULATION 8' GWB ON PRE -ENG. �C� ---- WOOD ROOF TRUSSES ; VENTED PVC SOFFIT 4" x 52 FIBER -CEMENT SMOOTH TRIM ; � 1 2A A501 W oI 3 o ----- - - = A501 n U LU Lu SEE STRUCTURAL FOR FASTENS S & SEE 3/A200 & A201 FOF; CONNECTORS WINDOW TRIM DIAGR,4 4 A 501 I ; ; ALUMINUM "Z" FLASHING 4" x 1 1 4" FIBER -CEMENT :SMOOTH TRIM, ELEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING PRE-ENG WOOD FLOOR TRUSSES, SEE,,; STRUCTURAL FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, 8" GBW AT CEILING - PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION ; I 2B A 501 LU 3 LU O O _ �o U LU LU V) SEE STRUCTURAL FOR SEE 3/A200 & A201 FOR FASTENERS & CONNECTORS WINDOW TRIM DIAGRAM 4 'EllASO l 0 CONC. SLAB & FOOTING, SEE STRUCTURAL ° ♦------------------------------ 6 MIL VAPOR BARRIER ON COMPACTED & TERMITE TREATED SOIL \\//\\/\ FINISH GRADE FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR GWB JOINTS PER MFR SPECIFICATION WALL SHEATHING, SEE STRUCTURAL 2x4 EXTERIOR WALL FRAMING, SEE STRUCTURAL R-19 WALL INSULATION FLOOR FINISH & BASE, SEE INTERIOR DRAWINGS T&G PLYWOOD SUBFLOORING , SEE STRUCTURAL PRE -ENG WOOD FLOOR TRUSSES, SE STRUCTURAL g" GBW AT CEILING " GWB ON 2x6 SEE STRUCTURAL FOR FASTEN RS & CONNECTORS ALUMINUM "Z" FLASHING 4" x 9 4" FIBER -CEMENT SMOOTH TRIM j, ELEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING NOTE: PROVIDE SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1 193 FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION WALL SHEATHING, SEE STRUCTURAL 2x6 EXTERIOR WALL FRAMING, SEE STRUCTURAL R-19 WALL INSULATION 3 TYP. --------- A402 CONC. SLAB FOOTING, SEE STRUCTURAL ELEV: 0'-0" FIRST FLOOR If. ° FINISH GRADE CMU STEM WALL, SEE 6 MIL VAPOR \� �//\//j\///\\�//\ . �' TRUCTURAL BARRIER ON COMPACTED &TERMITE TREATED SOIL \ FINISH GRADE / \ '\r WALL SECTION @EXTERIOR WALL 3/4"=1'-0" -10 0 ----------------- F SECTION 1 OF THIS SHER ADDITIONAL NOTES SEE ROOF PLAN PRE-ENGINEERED ROOF WOOD TRUSSES 12 SELF -ADHERED ROOFING UNDERLAYMENT FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHING 2'-0" ------------ R-38 ROOF -------------------------- INSULATION 8' GWB ON PRE -ENG. �C� ---- WOOD ROOF TRUSSES ; VENTED PVC SOFFIT 4" x 52 FIBER -CEMENT SMOOTH TRIM ; � 1 2A A501 W oI 3 o ----- - - = A501 n U LU Lu SEE STRUCTURAL FOR FASTENS S & SEE 3/A200 & A201 FOF; CONNECTORS WINDOW TRIM DIAGR,4 4 A 501 I ; ; ALUMINUM "Z" FLASHING 4" x 1 1 4" FIBER -CEMENT :SMOOTH TRIM, ELEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING PRE-ENG WOOD FLOOR TRUSSES, SEE,,; STRUCTURAL FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, 8" GBW AT CEILING - PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION ; I 2B A 501 LU 3 LU O O _ �o U LU LU V) SEE STRUCTURAL FOR SEE 3/A200 & A201 FOR FASTENERS & CONNECTORS WINDOW TRIM DIAGRAM 4 'EllASO l 0 CONC. SLAB & FOOTING, SEE STRUCTURAL ° ♦------------------------------ 6 MIL VAPOR BARRIER ON COMPACTED & TERMITE TREATED SOIL \\//\\/\ FINISH GRADE 3/4"=1'4' FIBERGLASS SHINGLES OVER ROOFING DDC C ire i.i------.-__..__-- SEE TREATED SOIL INTERIOR WALL SECTION 3/4"=1'-0" ': 1 Y-9 7/8" DND FLOOR SHEATHING WALL SECTIONS OF THIS SHEET PROVIDE GENERAL WALL SECTION COMPONENTS INFORMATION AND NOTES AND PROVIDE REFERENCES FOR WALL SECTIONS ON SHEETS A-2 THROUGH A7 G.yLJESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone / i ("%.WALL SECTION @ WINDOWS 3/4"=1'4' FIBERGLASS SHINGLES OVER ROOFING DDC C ire i.i------.-__..__-- SEE TREATED SOIL INTERIOR WALL SECTION 3/4"=1'-0" ': 1 Y-9 7/8" DND FLOOR SHEATHING WALL SECTIONS OF THIS SHEET PROVIDE GENERAL WALL SECTION COMPONENTS INFORMATION AND NOTES AND PROVIDE REFERENCES FOR WALL SECTIONS ON SHEETS A-2 THROUGH A7 G.yLJESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 02019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone ALUMINUM DRIP FLASHING OVER P.T. 1x2 DRIP OVER P.T. 2x6 FASCIA NON -VENTED FIBER -CEMENT SOFFIT BEYOND 4" x 3 2' FIBER -CEMENT SMOOTH TRIM SINGLE HUNG WINDOW ALUMINUM FLASHING OVER 2x8 PLATE W/ SLOPED 4" x 1 1 4' FIBER -CEMENT SMOOTH TRIM, (OPTIONAL) ELEV: 1 Y-9 7/8'' --------------------1� SECOND FLOOR T.O. SHEATHING FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER ALUMINUM "Z" FLASHING ----------------------------- T.O. BEAM 4" x 7 4" FIBER -CEMENT SMOOTH TRIM W/ 2 2" x 1 2" HORIZ. FIBER -CEMENT TRIM WOOD BEAM, SEE STRUCTURAL FIXED WINDOW SYSTEM 4" x 5 2' FIBER -CEMENT SMOOTH TRIM W/ 2'' x 1 2' HORIZ. FIBER -CEMENT TRIM --------------- 40M. 1x10 RECESS AT GARAGE DOOR SILL ---------------ELEV:-(2'-0") GARAGE LEVEL / BONUS WALL SECTION :LEV: 20'-1 1" RUSS BEARING V: 11'-9 7/8" :OND FLOOR . SHEATHING 12 FIBERGLASS SHINGLES OVER ROOFING ROOF SHEATHING, SEE STRUCTURAL nnr —I— ,.,1 -- _--_. IA ICI II ., 11-1. - . _ _ _- 2x4 WALL FRAMING, SEE STRUCTURAL R-19 MIN. WALL EAVE DETAIL 1 1/2"=V-0" 2x6 WALL FRAMING, SEE CID rn l�r� •r„r .. -_.. R-19 MIN. WALL� INSULATION \> FIBER CEMENT SIDING 1/2" GWB, HOLD 2' '•. ' .` �� .. WATER RESISTIVE BARRIER OFF CON RETE � "������``' ' �;� WALL SHEATHING, SEE P.T. 2x6 SOLE PLATE & ANCHORS, SEE STRUCTU AL ` ALIGN EXTERIOR WALL SHEATHING WITH FACE OF FOUNDATION AND HOLD 4' OFF CONCRETE I. SILL GASKET•. CONC. SLAB, SEE � ! SIDING BASE STRIP PER MANUF. STRUCTURAL RECOMMENDATION & STANDARD I . ° ELEV: 0'-0" FIRST FLOOR ------------- 4 4 a MORTAR PARGE z COAT � / / FINISH GRA RTAR P RGE \\\\ \\ a C O T 4 CMU STEM WALL, SEE STRUCTURAL //\\\ daa CONCRETE FOUNDATION, SEE STRUCTURAL d FINISH GRADE 46 4. \/ \ d C a. d d d a d 4 WALL BASE DETAIL 1 1/2 .... =1'-O" ELEV: 20'-1 ]"l TRUSSBEARING -------------- ALUMINUM DRIP FLASH P.T. 1 x2 DRIP OVER P.T. W/ ALUMINUM WRAP Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 ©2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone ELEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING ELEV: 10'-1 1/8" PLATE HEIGHT oL ELEV: 0'-0" _ FIRST FLOOR OL ELEV-(2'-0") _ GRADE WALL SECTION @ ENTRY CANOPY 1/2"=1'-0" SEE WALL SECTIONS ON SHEET A401 ADDITIONAL INFORMATION AND NOTES AMP y %aJk= Lw)GS1 N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 WALL SECTIONS Project Number 25518 Date 02-05-19 Drawn By 0V Checked By OV 05 Scale SEE WALL SECTIONS ON SHEET A401 ADDITIONAL INFORMATION AND NOTES Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 WALL SECTIO"ANS Project Number 25518 Date 02-05-19 Drawn By OV Checked By OV A406 Scale 2'-1.. ^ ILE= I N MEMBER Ln 42 SQ CURVED BRACKET TYPE "A" a me ELEV: 22'-1 1" TRUSS BEARING_ ,d-, ELEV: 20'-1 1" TRUSS BEARING 1 CR®55 SECTION 2 CEILING PROFILE � ELEV: 20'-1 1" TRUSS BEARING SEE 1/406 FOR CONT. ELEV: 1 1 '-9 7/8" SECOND FLOOR T.O. SHEATHING �ELEV: 10-1 1 /8" PLATE HEIGHT �OR CONT. _ $ELEV: 0'-0" FIRST FLOOR ELEV:-12'-0") GRADE ELEV: 20'-1 1 " TRUSS BEARING SEE 1/406 FOR CONT. ---- JR CONT. ELEV: 1 1'-9 7/8" SECOND FLOOR T.O. SHEATHING ELEV: 10'-1 1/8'' PLATE HEIGHT ELEV: 0'-0" SEE WALL SECTIONS ON SHEET A401 ADDITIONAL INFORMATION AND NOTES UGYDIESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone 7'-11" T-11" SEE WALL SECTIONS ON SHEET A401 ADDITIONAL INFORMATION AND NOTES YDi-:s1GN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 NORTH -SOUTH CROSS SECTION Project Number 25518 Date 02-05-19 Drawn By OV Checked By Ov A408 Scale MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 WINDOWS & DOORS DETAILS Project Number 25518 Date 02-05-19 Drawn By OV Checked By OV A501 Scale ELECTRICAL LEGEND DUPLEX RECEPTACLE WALL MOUNTED GFI XE DUPLEX RECEPTACLE ON GROUND -FAULT CIRCUIT INTERRUPTER ^ AFCI DUPLEX RECEPTACLE ON ARC -FAULT CIRCUIT INTERRUPTER JB JUNCTION BOX O0��FAN/ LIGHT COMBO O o SPECIAL OUTLET TV TELEVISION CABLE TELEPHONE PENDANT FIXTURE 0 RECEESED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED ® SHOWER/ TUB LIGHT/ FAN COMBO EXHAUST FAN DISCONNECT SWITCH © PUSH BUTTON OINSTALL SMOKE/ CARBON MONOXIDE ALARMS PER FBC RESIDENTIAL SECTION R314, R315 & R315.1.2 NOTES: - COORDINATE OUTLET LOCATIONS WITH OWNER - ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER - PROVIDE 100% HIGH -EFFICIENCY LIGHTING PER FBC-ENERGY CONSERVATION 2014 ELECTRICAL NOTES 1. WIRE ALL APPLIANCES, HVAC, UNITS AND OTHER EQUIPMENT PER MANUF. SPECIFICATIONS. 2. INSTALLATION SHALL BE PER NATIONAL ELECTRIC CODE 2014 OR LATEST EDITION. 3. CONSULT THE OWNER FOR THE NUMBER OR SEPARATE TELEPHONE LINES TO BE INSTALLED. 4. ALL SMOKE DETECTORS SHALL BE 120V W/ BATTERY BACKUP OF THE PHOTOELECTRIC TYPE, AND SHALL BE INTERLOCKED TOGETHER. INSTALLED IN ACCORDANCE W/ APPLICABLE SECTIONS OF NEC -LATEST EDITION 2014. 5. TELEPHONE, TELEVISION, AND OTEHR LOW VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER THE OWNER'S DIRECTIONS AND IN ACCORDANCE W/ APPICABLE SECTIONS OF NEC -EDITION 2014. 6. ALL MATERIALS SHALL HAVE A UL LABEL OR LISTING. 7. RECEPTACLES LOCATED WITHIN WET AREAS SHALL BE GFCI PROTECTED. 8. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL HAVE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBC 6th EDITION RESIDENTIAL E3902.16. 9, VERIFY WITH OWNER SPECIFIC LOAD DEMANDS OF EQUIPMENT AND SPECIFIC CONNECTION REQUIREMENTS 10. VERIFY EXACT MOUNTING HEIGHT AND CONFIGURATION OF SUSPENDED FIXTURES WITH OWNER. 11. SWITCH CONTROLLED LIGHT CIRCUIT FOR FLOOD LAMPS LOCATED IN SOFFIT (R=REAR F = FRONT) 12. RECESSED IN -SLAB FLOOR OUTLETS WITH SOLID METAL TRIM COVERS - VERIFY WITH OWNER SWITCHING REQUIREMENTS AND LOCATION OF SUCH SWITCHING. 13. PROVIDE DUPLEX RECEPTACLE(S) IN UPPER 'CABINET(S) FOR FUTURE UNDER -CABINET LIGHT UNITS - VERIFY W/ OWNER DETAIL NOTE: ALL WORK IN ACCORDANCE WITH NEC 2014 %WJGYDEwS1G.N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 1st FLOOR ELECT. SCHEMATIC PLAN of Project Numb 255 8 Date 02 -OS -19 Drawn By OV Checked By OV Scale E1 01 SECOND FLOOR ELECTRICAL SCHEMATIC PLAN 1/4"=V-13" ELECTRICAL LEGEND IQE DUPLEX RECEPTACLE WALL MOUNTED FI DUPLEX RECEPTACLE ON GROUND -FAULT CIRCUIT INTERRUPTER ^ AFCI DUPLEX RECEPTACLE ON ARC -FAULT CIRCUIT INTERRUPTER JB JUNCTION BOX O0�9FAN/ LIGHT COMBO O O SPECIAL OUTLET TV TELEVISION CABLE ® TELEPHONE PENDANT FIXTURE 0 RECEESED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED SHOWER/ TUB LIGHT/ FAN COMBO /a EXHAUST FAN DISCONNECT SWITCH © PUSH BUTTON OJ INSTALL SMOKE/ CARBON MONOXIDE ALARMS PER FBC RESIDENTIAL SECTION R314, R315 & R315.1.2 NOTES: - COORDINATE OUTLET LOCATIONS WITH OWNER - ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER - PROVIDE 100% HIGH -EFFICIENCY LIGHTING PER FBC-ENERGY CONSERVATION 2014 ELECTRICAL NOTES 1. WIRE ALL APPLIANCES, HVAC, UNITS AND OTHER EQUIPMENT PER MANUF. SPECIFICATIONS. 2. INSTALLATION SHALL BE PER NATIONAL ELECTRIC CODE 2014 OR LATEST EDITION. 3. CONSULT THE OWNER FOR THE NUMBER OR SEPARATE TELEPHONE LINES TO BE INSTALLED. 4. ALL SMOKE DETECTORS SHALL BE 120V W/ BATTERY BACKUP OF THE PHOTOELECTRIC TYPE, AND SHALL BE INTERLOCKED TOGETHER. INSTALLED IN ACCORDANCE W/ APPLICABLE SECTIONS OF NEC -LATEST EDITION 2014. 5. TELEPHONE, TELEVISION, AND OTEHR LOW VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER THE OWNER'S DIRECTIONS AND IN ACCORDANCE W/ APPICABLE SECTIONS OF NEC -EDITION 2014. 6.ALL MATERIALS SHALL HAVE A UL LABEL OR LISTING. 7. RECEPTACLES LOCATED WITHIN WET AREAS SHALL BE GFCI PROTECTED. 8. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL HAVE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBC 6th EDITION RESIDENTIAL E3902.16. 9. VERIFY WITH OWNER SPECIFIC LOAD DEMANDS OF EQUIPMENT AND SPECIFIC CONNECTION REQUIREMENTS 10. VERIFY EXACT MOUNTING HEIGHT AND CONFIGURATION OF SUSPENDED FIXTURES WITH OWNER. 11. SWITCH CONTROLLED LIGHT CIRCUIT FOR FLOOD LAMPS LOCATED IN SOFFIT (R=REAR F = FRONT) 12. RECESSED IN -SLAB FLOOR OUTLETS WITH SOLID METAL TRIM COVERS - VERIFY WITH OWNER SWITCHING REQUIREMENTS AND LOCATION OF SUCH SWITCHING. 13. PROVIDE DUPLEX RECEPTACLE(S) IN UPPER CABINET(S) FOR FUTURE UNDER -CABINET LIGHT UNITS - VERIFY W/ OWNER DETAIL NOTE: ALL WORK IN ACCORDANCE WITH NEC 2014 Consultant Address Address Address Phone Consultant Address Address Address Phone No. Description Date MELNYK RESIDENCE ATLANTIC BEACH COUNTRY CLUB, LOT 15 i 2nd FLOOR ELECT,, SCHEMATIC PLAN Project Number 25518 Date 02-05-19 Drawn By — OV Checked — OV E1 02