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HomeMy WebLinkAboutTall Pines Lot 1.PDF \ � A - � � � , - � , �� _ � � � , - � � m _ � � � � � Z � o _ . . . � ; Q w .- - o � . - � � .�-- : : 2�' . r. � . . �. \ , J � �` � •• �� ` t :♦ � ����o��� _ � •- ,• � � \ � + ' ` , I , � ' •• '� `'` � �• -r� ' Community Davelopment � � , . .. � - . � t ' - e ; t ,� Deparat�ent � ' '" � � � Building Safety�Inspoctton O �• : � . . _ .. . , . - , . `,' ',,. S � ■� . etvt - ces . .,�:. : . �o�voFV� � - ���a���.��,��,�� � c� � - a g�udn$of a pennit or appeovai of P1aas.cped&c�ioaa�nd co�amdoaa Q� ■� —� � tl�1!oot be oonsaoed to 6e a pentdt faG or an � �►yottbeprovIsionsottl�isoodeao[any��jaria�on.f ,� J �LS pfGlplfl�Ag�0$IVC III1f�f0���0 VIO�Of C8a0Cl�6 pIW�S100!Of t11i! �_ w COdG Of OIhC[O!'d111lIa0CS O�f1lC]Uf1Sd1Ct�OD t�10ll�O�6C VS�d. � The i�uanoe ot a percait based oa Plans.apxi8cadons and aha data ahalt � � � aa Q�svenc�1u building o�icial from she�eafter mquiring We correa;c4 ot � t1u w ' enors in said plaes.apec�ficauons and ather data,or from proventing . . O O ,,.„„,� � ������+��y�� operations 6eing camed on thereunder when in violation of this code ot � (1� , �`, �� any other ordmances of this nsd�cnon � � V � ■ ■ � ■ � ����� � �� '�*.�.f� t� - �t' � �. � � �� � (n c� � � �; � Lot - 1 Tall Pines Subd�v�s�on � �� - � INITIALS: r�ey' DAT C �,,.,�.� ! `�� C L � � o C/� � � �"``� , � � � o � � C,) _ �-�' . � ,� � � ��4 � � = a� .�r�'���� M�T�fi�I�L SYMBOLS: ��3B�.��lI �T101�S: C���l�i��L �IOT�s: i�i�OJ�GT GOD� SUl"fM�i�Y Dfi��1�lI �iC� I1�I7�X � � � ����,�� _ � ABV above LT Ilght OI Do not scale drawings. OGGUE7C�Y1Gy GIQ551fIGQtlOf1 �L � ■� A�P above finished floor LTL Ilntel R-3. Du lex Resldence ' i 1=1 I I-1 f p 0. (� � Earth Plywood AP access panet LVR lower 02 Yerlfy all dlmensions,condittons and utility locatlo►�s on Resldential Gross Floor f�rea= T07AL= 81'i5 SF. ,L��C}��-r�C-�-u�� ��,���N�s AG acoustical MFt manhole the)ob site prlor to begiming any work or ordering ��T �A� UNIT 'B' ADD addendum M�R manufa�ture (er) a�y matertals. Notify Architect of any confltcts or UPPER LEVEL ■ 14m1 SF. UPPER LEvEL • 1808 8F. � � � �.� ADJ adJacent MO masonry opening dtscrepancles in the documents Immedtately. Lq,t�R LEvEL ■ 882 SF. LOUIER LEv�L ■ 1m84 SF. � � `��"�'"' Porous FIII / Drainage �(nish Wood A1..T a�ternata Mri. mater�al �40 G01�ER SHEET (LEGENDS, INDEX, NOTES� � � ""-~�" AL alwninum MAX maximum 03 Areas of conFlicts or d►screpancies must be fully TOTAL s 2283 SF. TOTAL = 2892 SP. Z � � ����� _ ARGH architect (ural) - MEGH mechanlc (al) resolved with written approvai from the Archttect bafore �� 51TE PL�N V BASMT basement MG medlcine cabinet constructlon continues In those areas. Q ,��'`��� 5tone Masor�ry wood-R�ough BRG bear�ng MMB membrane �2 LOWER LE1��L �LOOR PLI��I �� ���� _ BvL beveled M�'r metai o4 Pian dlmenstons are to face of stud M-I= t�r�vate Garac�e Gross �loor Area= Tot,41.• �� s�. �3 UPPER LE1��L FLOOR PLP�N o � BIT bltuminous M meter (s) or face of concrete unless otherwlse noted. UNIT 'A' UNIt 'B' ^� BLK block MM mfilimeter (s) Sectton and elevatton dimenglons are to top of CsAR,4CsE , 449 SA GARACs� ■ 644 SF. `��5� ' 5tructural Goncrete 81o�king � BLKG blocking MIN minimum concrete, top of plywood, or top of wall plates �e4 ROO� PL�N � ����,;�� �� BOT bottom MIR mirror or top of wall plates or beams unless otFierwise 70TaL DUPLEX CsR088 A�A • 6268 SF. �� F. } ' at..DG bu►►dtn rt�sG rniscellaneous noted. 1�5 50UTH (�RONT) ELEI��TION ;- � OGGUpQt1t LOQCIi `.^" Y xN � . • e �� GPT carpe�(ed) MULL mvlllon R-3 � I�OO 5f OP Unit 5�7QG8 = I7 OGGUpQntS �6 i�y,�M" -�f;� Goncrete Masonry Unit Gypsum Board GSMT casement MAT natur^al OS Provlde all necessary blocking In stud walls and M_� � I/200 sf of unit space = 6 Occupants �AST ELEYP�TION _ (c) caulkin� caulk(In� HR noise reductlon ceilings. Locations In�lude buf are not Iimlted �� NORTH EL�1��TION GLG celling HOM nominal to ceiling and wall-mounted fixtures, toilets, Gonstructton T e� GT ceram�c t�le N north t011et QGG8550f 165, cabrnetry, countertops, she�ves, T e V `�On-rated t4f WEST ELE��4TION 8att Insulatton Marbl� GLR GIOQI" (Qf1GC� NIG not In contract closat rods and fake beams. yP GoL co�umn x-r5 not to sca�e � ��re �zes�stan�e� ��I BUILDING SEGTION / P�RTIi4L E�ST ELE1�i4TION GONG concrete OPG opentng O6 2 denotes doo�= refer to floor plans for door Gar e to Resldential wall constructlon wlil �onform GMU concrete masonry unit OPP opposl�e locatlons. Door Hardware to be selectad by owner. Q9 ' Rlgid Insulation Gran�te GONST construction oPH opposite hand - to one-hour rattng per Iqa7 UBG. /�c�0 BUILDI�IG SEGTION / P�4RTI�L 1N�ST �LEY�4TION GONT cont�nuous oH overhead o7 Qdenotes windows: refer to floor plans for window Mechanical chase wall construction will conform 1�1( P�RTY WALL SEGTION / WINDOY�I SGHEDULE GJT control�olnt (P) palnt or stain �ocatlons. Refer to elevatlons for window swing. , to Two-hour rating per 144"i UBG. GPR copper PR palr Refer to Window Schedule for window types and informatlon ��2 DET�I LS Acoustical Gelling Tile Quarry Tile GUST custom PK parking Halght 8 Number of Storles: r z_�� � , DTL detall PVMT pavement 08 Goord►nate all Blectrical �d mechanical flxtures to Two Storles 31'-b" highest polnt �-�°'°� �— � � DIM dimenston PLA, plastic laminate fit within celling,floor and walt epaces Verify wlth U �p v DR door PL pfats Archttect when diverttng from drawfngs. � Y ��� W .- . Giass T11e / Pavers DWG drawtn PLYWD. I wood �O � �� � � g p y Oq In the event that addttional detalls or tdance Is �i��� ST�T I ST(GS �� � � �F er�tg�ng fountain �F pounds er s uare foot � � �Ia� . _ -�p v p P a needed the Gontractor for construc lon of � �� �� L�NDSC,4PE DR�UJINC�S ELEG electric (al) P51 pounds per sc�,uare Inch c�spects of thts pro�ect,he shall Irrmedlately nott y the UN�T � - SEGOND�RY UNIT U p � 5teel / Metal as noted ������������������������������������� Garpet EL elevatton (s) PL property Itne Architect �allure gNe anpie notice shall relteve SQU�4RE FOOTA�G� SUMMfi�RY p � �v eievator C�T quarry tUe Arch►tect of responsibllity. LI L�NDSGf�PE PL�N � � �a eq,�Q� �: �re��,,,en�B , �►PPROVED BY THE Q c°� o I I �� exhaust R�FR refrlgerator°"` �� The General Gontractor shall be regpong(ble for � MAIN = (315 S.F. (GRFf� 1401 5.F (GROSS) '���VAf�. EXG ex�stmg REIN� ratnforce (cU, (Int) sattsfying all applicable codes and obtaintn9 all , STRUCTURAL DR�4UJINC�S _ •3 ' A-B4 p`-2• EXT exter►or REQD raq,utred permif.s and req,ulred approvals. Thfs pro)ect fs � LOWER = 815 S.F. (GRFA) 882 S.F. (GR055) DESIGN REVIEVU BOARD � 'v � � 3 POG face of concrete RES resllient governed by the Uniform Bullding Gode, 199'i Edition. Z � M �OF face of ftntah RE1/ revlslon (c�, (In� Gode compllcmce Is mandatory. The Gonstruction LIVING TOTAL = 2130 S.F. (GRFA) 2283 S F (GR055) 51 �OUNDf�TION PLP�N DA� � 2� I � � N N 3 5 e c t i o n G u t R e f e r e n c e D e t a t l A r e a R e f e r e n c e F O M f a c e o f m a s o n R H r I h t h a n d D o c u m e n t s s h a U n o t p e r m t t w o r k t h a t d o e s n o t , �'j 2 �O U N D P�T I O N D E T P�I L S G E N E i��L N O T E S � 9 G�4 R P�G E = O S.F. (G R F A) 4 4 a 5 F. (G R 0 5 5) �OS face of studs R rlser conform to all relevant codes Including UBG � � I I ` FIN Ftntsh (e� Rd5 rod and shelf and all local c+nd re gional codes. PLANNER: Q I� I� � � f l n i s h e d f l o o r e l e v a t t o n R D r o o f d r a l n T O T A L = 2 1 3 0 S.F. (G R F p J 2 7 3 2 S.F. (G R O 5 5) 5 3 U P P E R L E 1��L F R P�M I N G D 1�4 G R�M � n � -B 3 o'-0u �E f►re extin gulsher R�C� roofi n g I I The General Gontractor and 5ulxontractors shail field 5 4 i�0 0 F F R P�M I N G D I�G R�M � � � v FDG f tre departmant connectlon RM room coord►nate cmd obtainc�proval from the Archite�t/ � ��-. � �HG f Ire ho5e connectton RO rough opening Engineer before any cutEing,notchtng or drll Itng of „ „ • cV O O � �EG Plre extingulsher cab(net R/S rough sawn ca�y cast-�n-place concrete,steel fram►ng,or any other UNIT B – PRIMP�RY UNIT (' eo I� I� :F. Elevatlon Referen�e Elevatton mbol FPL flreplace (5) sBa�iant (extertor) structural e lements which may affect the structural G I Y I L D R�4 U J I N C�S x ��� � FP ftre roof�ng, sprayed SHTG sheathing Integrlty of the bu�lding SC�UP�RE �OOT�GE SUMMARY o FLG fias��r,g 5M sheet metal G I 51 T� / DR/�I NP�GE PLP�N z � � � FLR floor (�n� SIM slmllar I� 5ubstttutlons of "Eq,ual� pf'OG�UGtS WIII E�B QGGBptQbI6 MAIt�( = I?12 5.�. (GRF� 1808 S.F. (GR055) ��'���y'�i,'�""� = m c i �D f ioor dratn 5G solld core only with Owner's written approval. Unique speclfied Ci� SGH�M!-�T I G UT I L I TY PL/�N O 0 p j� p PTG footing 5 south Items are Intended as ualif s eclftcattons onl . LOWER = 1012 S F. (GRFf� I084 S.F. (GR055) �� A-2 P`-2 FND foundatlon SPEG 5pBGIfIGQtlOf1 (SI a � p y _ '������ ��� ��r � v � � � O.. L�. .-, FBO furnished others SQ sc�uare 13 It Is the intent and meaning of these documents that LtVING TOTAL 2724 S F. (GRFf�) 28Q2 5 F. (GR055) Detall Gut Reference Large �1rea Detail Reference R1R furred fing STD standard the Gontractor and each Subcontractor provtde ail G�RA�GE = 44 S.F. (GRFf� 600 S.F. (GR055) GJ� gage, gauge ST gtatn labor,materlals,transportation, supplies,aq,uipment,etc., � GV gafvanlzed 5TL steel to obtatn a complete�ob wlthin the recognized GG general contract (or) SD storm drain standards of the industry. TOTP�L = ��68 S.F. (GRF� 34q2 S.F. (GRO55) ♦ � GL lass, laztn STR structural ���� �������C i i2r3i/iaaa 9 9 9 GYP BD gypsum board TEL telephone ' HDW hardware N televiston �+DR header TMR threshold MAY 0 5 199� Revlslon Gloud �„�5►on sy��� �+T� heattng Ta� tongue and groove GO1�lTfi��GTOfi� �IOT�s: STUGTUR�L E�iC�IN�ER: SOI L5 ENGINEER: DEYELOPER: FfYAG heatingNentllating! TS top of slab alr condltloning T5� top of steel 1, ALL PLUMBIN6, ELEGTRIGAL, AND H�ATIK6 SYSTEMS t0 BE "DE51GN-BUILD". GOLORP�DO 501L INTER-MOUNTP�IN ENGINEERING GHJ�MONIX DEVELOPMENT GROUP, LLG FfT helght TW top of wall 2, qU.. SITE WORK AND LANDSGAPING TO BE "DESIGN-BtJILD" HG holrow core 7B towel bar 2q31 N. U5. HWY. 85 71 METG�4LF RO/�D #201 Gontact: Kurt DaviS HM holiow metal TR transom 3. ALL SYSTEM REQUIREMENTS AND LAYOUTS TO BE APPROVED BY OWN�R. G�STLE ROGK, GO 80104 �VON, GOLORADO 81620 500 S. FRONTAGE RD. EAST 5U. I12 HOR horizontal T tread 4. ARGHITEGT TO 8E NOTI�IED OP ANY DISGREPENGIES BETWEEIJ GH05EN SYS'fEM HWH hot water heater n'P ►cal AND ARGHITEGTURAL PLANS. (303) 814-2454 (q10) �{4q-5012 VA�IL, GOLORP�DO 81651 �P 5. ALL INTERIOR FIhtI5HE5 TO BE �4PPROVED BY OWNER. (q70) 4�6-8610 � � INGL Include (�, (lor� UNO unless noted otherwlse 6. KITGHEN TO BE DESIGN�D BY KITGHEN GONSULTANT AND APPROVED BY OWNER. Ll ID Inside dtameter VB vapor barrter 7, BaTHROOM FIXTURES AND FINISHES TO BE APPROVED BY OWNER. > o �e� tnstalled by contra�tor vER-r ��rt��a� e. WINDOWS TO BE SELEGTED BY OWN�R. G I�I L ENG I NE�R: NA�TUR�L H�Z�RDS GONSULT�NT �izGH I T�GT: g IBO installedby owner vGT vinyI compositlon (Windows to be clad, double lazed w/ Low E- lass o tlon) N — � , IN5 Inaulate (cV, (lon) WG wafer closet g g p �- INT mter�or W water rooftn q. GRADING TO SLOPE AWAY FROM P�RIMETER OP HOUSE - RE: SOILS REPORT PEAK LANDSURYEYING P�RTHUR I. MEARS, P.E., ING. JOHN G. MA�RTIN - ARGHITEGT � JG Janitor's closet WWF welded wire fabric 10. PERIM�TER DRAIN TO BE IHSTALL�D ALONG UPHILL SIDE OF HDUS� N. FRONTAGE RD. 555 GOUNTY ROAD I6 P.O.BOX 621 g KIT kitchen w west �� `-�ILS REPORT Vl�IL, GOLORADO 81657 GUNN150N, GOLOR.4D0 81230 V�IL, GOLOR�4D0 8f658 FN-- H J..AM lam�nate (dJ W w�dth,w�de II ALL ROGK HAZARD MITIGATION FEATURES SHALL B� ADDRESSED BY GONTRAGTOR (q10) 416-8644 (q10) 641-3236 (q�0) 4��-24�6 PHONE p O LA�/ lavatory WDW wlndow RE� MITIGATION REPORT. 0 " LH left hand Wo w�thout (970) 4��-24�6 FP�X Z L length 1^t� wood �martin��t(ve.com Z � �' w w ° 9 0 = � � � � _� � p Q p �'!'� � �� � ,.� .,,,,�""�j����f� � � 6 .�...��'."'���---,�� .;� , � b�� _ � � f� � � ,.s' 'S�` .� t � �".�� �� ti.... � � ''"�'"�� �� !.� }�6► �� � Y�F � s � � , r �* �,,..,�' � � �� �,"y"'� � /!�'1� /� a�Y ���t � � �,.� i� �„ �� �� _ �",«'"� �T+%,��;s�. t-'` "" L.�„,,`�' ,� ��a' � ���s�� ' �,i`"` �"��<# ����f.F�'!/ „/+` � � � 4��r,_, �� � °�J,�--"'"�'y �! �� Q �� � D � ��� - ��� � �� r..- �� � , ,��,- � ,� .� �. - ��.� - T �----�--� - - - � � �,-�'._- �� � � � _- _ , , �._� "� \ i � ^,0 � � \ � � � �- zJ / \ • _ _ 1 � _� �, _ / � � _� APPROX/MA TE L OCA TION OF L O T 6 Q � � o � � MEDIUM SEI/ERITY ROCKFALL HAZARD BLM � GUY WI I/,q/L HEIGHTS 0� � � / ��- / / � \ � /� . , ► , , � _ _ � _ — % _ _ _ _ ...�-_ -- _ _ _ _ 1_ _ — � � � � , / , T .'' � ao,8 � � � �, , �� � � �' � , � / �• _ i � i/ / ' / �. _ / / �- � � / / / � --� �- I N 'ORT I ry � � ' � f` APPROX/MA TE L OCA TION OF / ELEG MH I � ry / z � / � � � -^--- �� MODERA TE DEBR/S-FLOW AND� I / / -�- . �1 0� I ____- --'- DEBR/S-A I/ALANCHE HAZARD ' I t/� qX. �y x � � / I � / ° , � , � W � 1 � •• - NALLS ry 6 �'`— o�� / w N °�� lRA C T / � � � 8 � � \ � � a w EXISTING � � / I ' ` �0 CONIFEROUS o / �. ---_ �9a / � � � TREE I I ._-- I � 800a., —' l / �/ / / � RI DG � � 20 #�� LOT 1 � 040�- �� � � \ � ry \ $� I / , U1�I� S � EXISTING ry�` / RIDGE / ` 3.0 CONIFER N RIDGE 8039'-5" � TRE � / � / E 98� � � � � � 8042�-0�� �- � � � .9j� RIDGE ` GAc�.GE ` \ / 4 '-�" -�1 '1 �a 80 2 SLAB ,,,- __� EXISTING � +\ a� �,.-'� �� - — 0.2' DECIDOUS °� � � � �� � 8014' � � TREES � U - � 8008.2 �owE � � ■� J 2' H/GH MAX / 8014' / `\ S��� �� � ` / � C � J ' ■� , \ � BOULDER W4 L �-- , L���R ENTR � �$ ` � ` � � Q a' ..�- ry Bp16 � STAI � g0 � � � / � / ,� � � z w ry �8�� ENTRY ` � � � I y � � � � � ry � I E TRY w � STAI \ � � � � � tn z � � � ' �a � � C W o N � s --- _� � � � '�'� 0. / � / � � .� c N`v w �'9�? . j ,� � /� � t� � � `.o � _____ e/. � �� �-- , / / � \ I I � 5� � G� �- c � o. H , -� � �Q�" � 1 � 66� GLEANOUT \ � METER � / � Q Q � i I � „ `_ I ��(�"r '�" � RID � �� � -�DEBRIS FLOW MITIGATION INAL� � / I � ■� Q � 20-O � o,ry 1 ' 8 39 �O � 7'-0" MIN. DIAMETER � � � Q� � y _ g ARAGE 08.25 ��T 0 � GUEST `f -�O / / � BOULDERS SPAGED APPROX. � / ' � � � � E D G E L A W N � 5 L� P S L A B � P/�RKING� �� � P A R K I N G � __� 1 2" A P�4 R T � � � �� ` ry � _ — BUILDING / RE: HAZARD MITIGATIOAI-R�PORT � /� � � .� � L O T �J` 8�5.�� � � � �e ��0 6�� �oo' I ENI/ELOPE / � � � ,X C , ��- I/.4/L DAS SCHOf� �/ , `°� � � _ -� � � � g000 .� � C '_ � � or 2 ` > o � ' FlLING �2 � ' � \ � w � a � � oos ,�/ EN�E/NG / � � � ELEC ' � METER \ ,� /` � / / ` 3 � L N TRANS �w � � �ry � � � � � V I = � ZO / � / / �' Z � . . ~ �.� � �� � / r � ,� � � , � _ W" `� % 1 �k � � ���_6 ;� — -, ,� / � I� Q � F- � 96g � � / 0 i n � \ \ ' � 25.86' � �— a 20–O ' � \ ; � / \ O � �C a � � .�—�� / ti �C '' \�'f° g� r /�"— ; / � pP` � �ERTY LIi�IE FIRE— z � / \ / \ O J PED 7968.8 '� � � .-� HYDRANT � /� - � � . _ 7970 „b LOGATION - / 0 / � ' � 4 , � s�R , \ _ so° / �o r 5 / \ . � � _ � BOULDH R WA o GL�u� 4' GONG. PA � _'� � / � I I/AlL HEIGHTS - �__ _ � �` ..----- W/ 2 IMlERT / ---� -'1.�67_9- _ �-�� -- __ �..�-- 12" CMP �i \2� __ '/'� � � 199a � � �J IIG�������'"1�� I / � C � '_———-- \ --- E E-�� �s 4�n W�DL �i� � a E�_ E---- —_ n // 96 / �y��J ��,/ A/A��Eo�.' '� F — --_ _W/�" INY�RT DEP� PAN � A �raao 9 t�L�± _-- NG \rY 5t.ae R I DGE � ��M�''�T'�!�`� `�9��rL i�G L.�—�J � 1 � 796 7.7 7 ��. _ / \8028'-3 _-.-- � PHONE PED 7967.9 LIMIT OF 9 � � sa� �' / � c�y,�M �96�.� \- � O�/ OFF-PR . 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I � � i i I � � � � o ._ , - - - - - - � � - - � .- �..� � � L � - - J �-- - - - - - - --� � Nrnrn � . ( � o � ��� c � ( I m - - S m c .. � L_ —. — - - - - - - - - - -1 � ° � � � , � � �. � ., �►�PROVED �Y THE � TO� OF!lAIL DESIGN RE�/I�VII BOARD _ DATE: � 1'-O" I � I PLANNER: — �q A5 AIO 4 � � No � Q u��� �,1-�t� 1 '�0� ��,�� ��� ���� N$N g � ' �4 _ � O SC,4L�: 1/�" 1'-�" -� - o o Z � z F- w � 9 0 = �j -� N �,� _ - - - - � � ` � � , `� � � ` � ����'����� ' , Q���Q� ����:� � ��-,�����►������ \ , , � � OATE: `� I � I � SC ° STAFF: �'�`'� � `� - ` RIDG� ELEV. ' 8039'-5" - (Z�o`'"c�. w� �,Nnc� _ , ' 1�a��S , � - ' � F^A��c.l{ ' ' � _ � ' 2X8 WINDOW 51LL � GOLOR: OLYMPIG 5 � _ + � ALUMINUM GLRD , � ° WOOD WINDOW GOLOR: "RUSTIG" � � � � � � ALUMINUM GLAD , 33' HEIGHT LIMIT LINE — ' — � �q ; A�� � A WOOD FRENGH DOO GLU-LAM BEAM T�IL � ` -- — — ---_ _... ` O O GOLOR: "RUSTIG" --- ---- — � � � � GOLOR: M�4TGH 51DING — — — — — _ ._ � _ _ _ _ � A�SPHALT SHINGLES — � — — — — — - 2X4 GEDAR GORNE� G OTEX 40 YEAR • , GOLOR: OLYMPIG 51 GOLOR: WEATHERWOOD � RI GE ELE1�. � 03q'-5" 2X4 FASGIA 01/ER 2X12 5UB-FASGIA GO OR: SHEi?WIN YV. 5YV3524 (GHESTNUT) 8X8 GORNER DEGK GOLt�R: SHE�?YJIN W. 50FFFIT: IX6 T�G GEDAR bXb INTERMEDIATE I � GO�OR. SHERWIN W. GOLOR: Mh�TGH 51DING GOLOR 2X4 5'LOPFD GAP O` O2X4 W/ 2X2 PiGKET� (SEE DEGK DET�41L) 2X4 WINDOW TRIM � GOLOR: SHEiZWIN W. ' 2X6 REDWOUD� EGk TYP. IN STUGGO WALLS) . GOLOR: NA L GL GOLOR: OLYMPIG ST,hIN #�ilb . 2X8 GEDAR TRIM T 5 — ' , , � • _ �.. 4" E i FS (STUGGO) 5LC GOLOR: TAIN �iib - - - - —� OVER STUGGO - 3 GC �� � GOLOR: SHERWIN W. `_ i � . i � � � � � � , 0 o a , , , , . o � o $ � � � _ � � � � � � � O O GOLOR: "RUSTIG" �� � i . , � i � � O 3 � . ,�,� , 2X4 GEDAR GORNER TRIM . GOLOR• OLYMPIG STAIN �ilb M�41N LEVEL ` -� h ' 8024'-I 3/4" . 8X8 GORNER DEGK P05T5 • GOLOR: SHERWIN W. SW3524 (GHESTNUT) . 6X6 INTERMEDIATE DEGK POSTS GOLOR: SHERWIN W. 5W35�4 (GHESTNUT) � � 2X4 SLOPED GAP O�/ER 2X4 W/ 2X2 PIGKETS GONSTRUGTION D � ' O (SEE DEGK DET�41L) '�� � 8 � i GOLOR: SHERWIN W. SW3524 (GHESTNUT) � � � 0 � � . . 2X6 REDWOOD DEGKING U � v � • F ' , � � GOLOR• NATURAL GLEAR STAIN W oo ,c — . � LOINER LEVEL �— � ' ' . o v . , . � , ~ ' � — — ' _ � _ � 4" EIFS (STUGGO) SLOP D GAP 80I4' V v � • _ . -- — — — — — — OYER 57UGG0 - 3 GOAT SYSTEM � o � , o o , , � °° , GOLOR: SHERWIN W. SWI101 (GHINA DOLL) .c � ' . . y Y • � i + ,,, ' , ' � � V Q . . _ •� . . , � ` - , , . � � ' ' , ' ' - � � ' . Z •o co t� 3 . � . • " �. � � N 3 - G�4RAGE � N N ` . „ . �` I i ' 8008' Q � ^ � � � � � � �.-. � � � � o o .� � I v a: � INALL MOUNTED Aa AID Z m � � LIGHT FIXTURE S c „ � o x v � KIGHLER - K9747 0 p � o � OLDE BRIGK GOLOR � a; � � ,� YERTIGAL BOARD AND BATTEN STUGGO - 3 GOAT SYSTEM PROPOSED GRADE IX6 T8G GEDAR SIDING UTIL. METER GLOSET APPROVE� �Y Ta-IE , GEDAR 51DING: GOLOR: SHERWIN W. 5Wt095 (OFF-WHITEJ OYER 4 PANEL O�(ERHEAD DOORS AND TRIM 2X4 B�TTENS OVER IXIO BOARDS DOOR, HEIGHT 8'-O' TO MATGH STUGGO TOW�I OF VAIL GOLOR: OLYMPIG STAIN #GI6 4" EIFS (STUGGO) RELIEF BAND) EXISTING GRADE 2X8 GEDAR TRIM DESIGN REVIEVU BOqRD W/ SLOPED TOP O�R: � 2" STYROFOAM EIFS (STUGGO) ��.�. GOLOR: SHERWIN W. 5WI101 (GHINA DOLL) — PL�iVNER: � 4 � _ �4' U�l f�` ",�" l,��l I T ��" � i � — - , o o �` � J . s , 1 SOI,�rt'� ���Y,1-�rt'101�1 � o z �5 SC�4LE: 1/�° = 1'-0' 9 m w . � , o N � .� , , � _ � , � � _ , � . � � ` �- � . � I m . , u> . �;; 0 " N W Q W d � i � i i � � i i i i _-i i � � � � � r _ � O , r � �r - ` � I_ ■� �� � V � r ' � — � J ` � � ■� — — -- � � J � — � •— ■� � a � _ -- -" � a� � � — !" RIDGE ELE�I. � �, � _ __� � -- �' � 8042'-�" 0 O _ _ _ _ _.. -- — —" 8042'-O�� � � � � - ..— -- —' — RIDGE ELE�/. 8040'-9" - _ , „ RIDGE ELE�/. '0 � C ' � _ _ _ ` _ _ — 803� -G 803�'-6" 0 � O � � 33' HEIGHT LIMIT LINE � � O O — _ GLU-LAM BEftM TAIL � � ; GOLOR: MATGH SiDING •� w � .� ASPHALT SHINGLES - � � � _ GELOTEX 40 YEAR - � ' ,� � > >( UPPER PL�4TE � GOLOR: WEATHERWOOD a C L � .� _ __ ____ � � 8033'-2 3/4" = R � R Q 2X8 WINDOW SILL � HEADER BAND � � � 2X4 FASGIA DYER 2XI2 5UB-FA5G1� GOLOR: OLYMPIG STAIN #G16 GOLOR: SHERWIN W. SW3524 (GHESTNUT) � (� � w � 50FFFIT: IX6 T�G GEDAR � � � � � � �4LUMINUM GLAD T V GOLOR: MATGH 51DING GOLOR j� � � EO � WOOD WINDOW Q WA�LL MOUNTED • , V O O ' GOLOR: "RUSTIG" �� LIGHT �IXIURE � � . � � � � O KIGHLER - Kal4�OLDE BRIGK GO R WOODI FRENG DOOR J �X4 WINDOW TRIM ' GOLOR. "RUSTIG" - (TYP. IN STUGGO WALLS) MP�IN LEVEL � GOLOR: OLYMPIG STP�IN #ql6 _ . 8024'-I 3/4" , 2X8 GEDAR TRIM 2X4 GEDP�R GORNER TRIM GOLOR: OLYMPIG STA�IN #916 GOLOR: OLYMPIG STAIN #ql6 � ' '� � � � � � ' � � 8X8 GORNER DEGK POSTS q OO OO . , � � GOLOR: SHERWIN W. SW3524 (GHESTNUT) O � � \ � �f �" 6X6 INTERMEDI/�TE DEGK P05T5 � GOLOR: SHERYVIN W. 5W3524 (GHESTNUT) � � ' � � 2X4 SLOPED GAP 01/ER �" � � ' , � ; � -- -� r 2X4 W/ 2X2 PIGKETS GONSTRUGTION w � c�i , ' � . . , - . . . � � � � �- � (5EE DEGK DETAIL� oo .c LOYVER �EVEL • � �`, � , , - ' ' • . � _ � � • - , i ` ! GOLOR: SHERWIN W. SW3524 (GHESTNUT) F— o v ., . __ � •` � , .--.-T . : = o 8014 2X6 REDWOOD DEGKING () L � . � � , � . - _ � . - ' . _ . ' . _, � -�- � � y _ GOLOR: N�IURAL GLEP�R STAIN � o � - • , _._- ' o . . , . . � - . . , . � _- , , GOLUMN BASE: Q v o • _ ' . , ' � 4" EIFS (STUGGO) SLOPED GAP „ = �3 � • ' � � � _ _� — �''��' ' O�R STUGGO - 3 GOAT SY5'fEM z 'o C° � 3 ' —' � GOLOR• SHERWIN W. SWI101 (GHINA DOLL) � � N N 3 , � -.- — -- _,.. _._- — � G�4RAGE , J-- ,.-- ..._ — — � � I I 8008' ` � � � � ___— --- --` i � I� I� ___.- � — � �fi O r � � _" ` ' U . _� ,� "'_ � �� � , ' • NOO > � � � � U Xv� � Z � C VERTIGAL BOARD AND B/�TTEN STUGGO - 3 GO/�T 5Y5TEM PROP05ED GRADE = m c '� GEDAR 51DING: GOLOR: SHERWIN W. SWlOaS (OFF-WHITEJ O O � 'xo v 2X4 B�4TTEN5 OVER IXIO BOARDS ' � a o- �- � GOLOR: OLYMPIG 5T,41N #ql6 4" EIFS (STUGGO) RELIEF BAND) EXISTING GR�DE ' W/ SLOPED TOP OYER: 2" STYROFOAM EIFS (STUGGO) GOLOR: SHERWIN W. 5WI101 (GHINA DOLL) �������� ����� � � T�JV1lR! OF VAIL DESIGiV R�iIEVI! BOAI�D �ATE: � PL�►PJNER:��� 4 � � I 1� l,��l I�' '8' � Q � ��St ���1�,��' O � - ,a� sc�a��: ii4' = i'-�" � � . 0 � '~ o � o z � s� z E- 9 m w � o = , � N t � _ � '�-a• ,,, ..a..�.,�,. � _ � 5 r \ r . , � I ` � ' � � _ ' , � - , m . � , , � � , , _ � - � o . .. �, - W - a W o � 33' FfEIGHT LIMIT LINE . � , GLU-LAM BEAM TAIL � � � GOLOR: M�TGH 51DING O � ■� AIO Aq � _ _ _ ASPHALT SHINGLES C � (� — — — — GELOTEX 40 YEAR � ■� J � _ � _ _ _ _ -- — —' -" — — GOLOR: WE�TH�RWOOD '� > J � - - - — — - - - — — —� - - -- - - _ '� .� o, 2X4 F�45G1,4 01/ER 2XI2 5UB FASGIA � ` ; GOLOR: SHERWIN W. SW3524 (GHESTNUT) � � O O - . I �, � � C'3 � i �- 50FFFIT: IX6 TdG GEDAR GOLOR: MA�TGH SIDING GOLOR .� � � � � . � CA � � � � o2X4 WINDOW TRIM � � 2X8 WINDOW 51LL � HEP�DER BAND (TYP. IN STUGGO WALLS) # � � U � GOLOR: OLYMPIG STAIN #Q16 , GOLOR: OLYMPIG STAIN G16 ■� � � � = a� �LUMINUM GLAD 2X8 GEDAR TRIM � Q WOOD WINDOW GOLOR: OLYMPIG STAIN #qlb � „ „ M UPPER PLP�TE �ti- �' � •� GOLOR: RUSTIG • P N P N 8033'-2 3/4" a � Q �LUMINUM GLA�D WOOD F �RENGH DOOR . - � � GOLOR: RUSTIG • • _ Z � � . . � , . . � � r V ' � , O . � - � 0 0 B Q "�""' 2X4 GEDAR GORNER TRIM � � O GOLOR: OLYMPIG STAIN #916 � I � � � � . � � . - 8X8 GORNER DEGK P05T5 MAIN LEVEL GOLOR: SHERWIN W. 5W3524 (G ' , 8024'-I 3/4" ` 6X6 INTERMEDIATE DEGK P05T5 � ` ' • ' GOLOR: SHERWIN W. 5YV3524 (GHESTNUT) J � - . . - , 2X4 SLOPED GAP OVER . �- . , ' � . � 2X4 W/ 2X2 PIGKETS GONSTRUGTION � ' � , • , � � • � (5EE DEGK DETA11a : , '- " ` � ` , GOLOR: SHERWIN W. SW3524 (GHESTN 6X6 WOOD . . - . , � . ' '- � ' ' • , BR1�GE . . � , ' ' - `' �• • 2X6 REDWOOD DEGKING . ' ` `� • ' ' ' � �� ' • � ' - � � � ' ' GOLOR: N�TURAL GLEAR STAIN � . � ' . . , � � • � � � • L � . ' . , . " ' . . -�� ' , �-- � � GOLUMN BASE: � ' . . , ' - ' U c° c�i _ 4" EIFS (STUGGO) SLOPED GAP � ' . • I W o�p c ~° OVER STUGGO - 3 GOAT SYSTEM _ � � I � � GOLOR: SHERWIN W. SWI101 (GHINA D l.L) ;' ' _ _ _ _ _ -- LOWER LEVEL = � o .a_ ` T' _ _ _ —. — — — — _" _' ---- 8014' U o � — — — -- ___. _ — — _ � — — — — — _" _.._ _-- -- -- -- — � o .� a U O .� w � Z �o c° n 3 � ' N N 3 Gr4RAGE � I I b008' Q � � � WALL MOUNTED I I � '� � � LIGHT FIXTURE KIGHLER - Kq747 _ AIO /�9 , r- �^ �i OLDE BRIGK GOLOR (,� � � � � n I� :�.- . x ��� z o c m m •- ' = c � YERTIGAL BOARD AND 8,4TTEN STUGGO - 3 GOAT 5Y5TEM PROPOSED GRADE � � .� v � GFDAR SIDING: GOLOR: SHERWIN W. SWiOQS (OFF-WHITE) � �- � �` "' ' 2X4 B/�TTENS OYER IXIO BOARDS � GOLOR: OLYMPIG STAIN #qib 4" EIFS (STUGGO) RELIEF BAND) EXISTIN6 GRADE � � _ W/ SLOPED TOP 01/ER: �1PPROVED �Y T,�-IE 2 STYi20FOAM EIFS (STUGGO) GOLOR: SHERWIN W. SWI101 (GHINA DOLL) TOl�! OF VAIL � " ��SIG�! R�lt�lV BOAR[� � O/�TE:.�.� �LA�INER: .�.— q � _ U�111' ��'3' U1�It "�° � Q � - � ~ . 0 � - � 1�lO�T� ���1��1'I01�1 � o ° Z ,4� SC�4LE: I/�4' = I'-0" � � z ~ - 9 m w _ � O = � � � � ���� � �K�id.,. + �^p�f F1�us . - - � . `, , � � , � - I � m ► - - �.n _ , .. � Z 0 " N - W Q W _ � � � � ' ", ! � � � , �` � � � � � � � � ! `� � � � � -'� ` � ` � � � � _ � �-�,,,�. � ■� -- -� _ -p J , z � � '� ■� � RIDGE ELE1l. �— -- �, � � � 8042'-�" ~ '- — _ _ � � , i� � ` O -- _____ I� �6 -- -' - --- _. _ _ _ _ , , � � � � — ---_ 6 RIDGE ELEY. '` -- � � '� � � C � 803�i' - O" �- � � C O � 33' HEIGHT LIMIT LINE 12 � -- — � C� � � a . �6 - - _ _ � 4) V o GLU-LAM BEAM T�41L ' � t GOLOR: � � � � � � ■� w � � � � � ■� � ASPHALT SHINGLES , ` �C C� � GOLOR:R MIN. E L K UPPER PL�TE L � � •� O O O a C • 2X8 WINDOW 51LL � HEADER BAND 8033'-2 3/4" � Q 2X4 F�45GIA� OVER 2XI2 SUB-F�SGIA GOLOR: � � � GOLOR: � ' � Z � .� 50�FFIT: IX6 T�G GEDAR ' � ' � � � P�LUMINUM OR VINYL GLAD r GOLOR: � OD ,� ` O � � WOOD WINDOW Q U _ � � � . � O GOLOR: �� � � � � ALUMINUM OR VINYL GLAD O 2X4 WINDOW TRIM � � - WOOD FRENGH DOOR J � (TYP. IN STUGGO W,4LL5) � � � GOLOR: _ GOLOR: ' q M�41N LEVEL Y 2X8 GEDAR TRIM ' � ' � - � � � � ' � , � � ' � � � 8024'-I 3/4" GOLOR: � ' • .. , , � • ' , • - - - 2X4 GEDAR GORNER TRIM � . GOLOR: , _ � - � � � � � ' � ` • : , . . . . 8X8 GORNER DEGK POSTS _�_ � --� � , � , OB . , _ GOLOR: � . � � , � � . . , , ' 6X6 INTERMEDiATE DEGK P05T5 � ` � � ' • ' . , •• . ; ' . , GOLOR: 00 � -'�- � -1 . ' , . 2X4 SLOPED GAP OYER �' �n " _____ , • - w .' - , , 2X4 W/ 2X2 PIGKETS GONSTRUGTION U � � I '� � � • , , � , , (5EE DEGK DETAIL) w oo c , I � ' . . . ' � F GOLOR: LOINER LEVEL ~ o � � � _ _ , o -- • , • 2X6 REDWOOD DEGKING 8014' U v � -- —.. .. � - GOLOR: NA�TURAL o � � � � o c — ' ' • Q U O -_. . . , GOLUMN BASE: .-, � ' • � — — _ � ' . 4" EIFS (STUGGO) SLOPED GAP „ = � � �' '---. _ ,_ 01/ER STUGGO - 3 GOAT SYSTEM z �v � � 3 • • . . ' — --- _ GOLOR: � > � N 3 � -- 6ARAGE � N N � � � � -- �, _ 800a� a � � � � . � � � � � o � � -- � v � � ' ` _ � • j O O j - . WALL MOUNTED � � -- � C� � � � +- LIGHT FIXTURE _` � � v � 1 -_ Xvv� ' KI�HLER - Kq"i4'1 � -_ Z o � OLDE BRIGK GOLOR 0o m •- = c �C VERTIGAL BOARD AND BA�TTEN STUGGO - 3 GOaT 5Y5TEM PROP05ED GRADE o x o � -� n: a. �.. ._.., � - GEDAR 51DING� - ` GOLOR: Y � � � v � 2X4 BATTENS OVER IXIO BOARDS GOLOR: 4" EIFS (STUGGO) RELIEF BA�ND) EXISTING GRP�DE W/ SLOPED TOP OVER• 2" STYROFOA�M EIFS (STUGGO) GOLOR: ��������Y�� � TOIAlR!OF�/AIL � DESIGfV RElIlE!!!l BOARD ��'���= ---- --_-_-_ ���-� . �_ �� -- 4 � u� 1 l�J�S�' ���1��rt'I 01�1 1,�1�1�rt' '�" � Q � - ,�8 SCr4LE: 1/�' = 1'-m' F �-- � O . " O � � Z - � Z w I 9 / � o = , � N / _ � � � ; � . � � � , � � � _ - � ' � I � m , � � � � � . _ .. � Z 0 " N W . Q W , � � ��� � • �- -' � �� �� r� �- J' O� �� �_ � �- - � — � f 33' HEIGHT LIMIT LINE C � (� � � _ -_-' � ■� -J , — � '� > -J _ ` � -- PREMANUFAG�TURED RID6E VENT .� �� � -- `� RIDGE EL�/. 4� � a' ��� i � � _ i � .._- — — 8042�_��� � � 0 � � � 8042'-O" ROO� GONSTRUGTION: . -= -` � � '� (3 - � -- -� �2 40# ASPHALT 5HI NGLES ` — -- ' OVER W.P. MEMBRANE (FULL GO�IERAGFa � � (� ♦-+ � _ � –" � RIDGE ELEV. 6 OvER 3/4" PLYWOOD DEGKING � L• � � ` � — � — 803q' - O" Al2 O�(ER TJI J015T5 W/ AIRFLOW BAF�LES Q - - O _. --- v � _ -- ►z �'- � � C .�. -- — — � _.._. -- -"' b GALY. MTL. FLASHING DRIP EDGE DYER �- � / 2X4 FASGIA O�ER 2XI2 5UB-FASGIA � � � •� w ' � OVER TJI BLOGKING � � , � �tt� � SOFFFIT: IX6 T8 G GEDAR � UPPER PLP�TE � O OO � _� 4" VENT OPENING W/ INSEGT SGRE�N ■` � � ��( , � 8033'-2 3I4" 2X8 WINDOW 51LL � HEADER BAND . EXP05ED GLU-LAM BEAM ZX8 WINDOW TRIM � 0 GOLOR: OLYMPIG ST�41N �116 , RE• STRUGT. DWGS. (TYP. IN SIDING WALLS) � � � I/2" GWB IYP. = Z .. L ALUMINUM GLAD � p D� rv VERTIGAL BOARD AND BATTEN r (� WOOD WINDOW � 2; 5/8" PLYWD. SHEATHIN6 GEDAR 51DING: a GOLOR: "RUSTIG" • � � �12 OVER TJI J015T5 � � 2X4 BATTENS OVER IXIO BOARDS '�'� , DOOR�NINDOW, BASE TRIM � 01/ER BUILDING PAPER Q � � ; p p p SELEGTED BY OWNER � OVER PLYWD. SHEATHING � � ; FLOOR �IN15H TO BE - MAIN LEVEL SELEGTED BY OWNER 2X8 GEDAR BELLY-BAND TRIM � � . _ 8024'-I 3/4" 2X4 GEDAR GORNER TRIM GOLOR: OLYMPIG STAIN �tib 4" EI�S STYROF0�4M RELIEF BAND ' W/ SLOPED TOP 5/8" TYPE X GWB 3" STYROFOAM EIFS (STUGGO) 1NSTALL PER MANFGTR. 5PEG5. li ��� . _ � WALL MDUNTED - ,,� � - -- --` F-- � � LIGHT FIXTURE � � U � � KIGHLER - K9747 f ! � ! w � ,_ LOWER LEYEL OLDE BRIGK GOLOR • � � � �— '� PROP05ED GRADE _ -�p v " 8014'-O" � � -'' � EXISTING GRADE (� v � , � � o o� � � � � c � — — Q U o GOLUMN B�SE: � � — — .� 4" EIFS (STUGGO) SLOPED GAP � � _ — ' GONGRETE FOUNDATIDN W�4LL: „ = OVER 5T1JGG0 - 3 GO�T SYSTEM ° ' � RE: STRUGTURAL DRWGS. Z '� � M 3 G O L O R: S H E R W I N W. 5 W I 1 0 1 (G H I N A D O L L) � R E: H A Z A R D M I T I G A T I O N R E P O R T � > .d. N 3 G�R�hGE ' •. — � N cv � — 8008'-O" IX6 T�G GEDAR 51DING - --f PERIMETER DRf�IN AND O�/ER 4 PAIJEL 01�ERHEAD — � GRAVEL AS REG2UIRED Q � � � DOOR, HEIGHT 8'-0' _ BY SOILS REPORT. � d' `t � � .�- �--- � �� Gj _ ...--- ___. �' � cV O O � � C) � U X ��� 4" GONGRETE SLAB OVER z o , � 4" GR�1/EL RE• STRUGT. DW65. = m c ., -t o x v VERTIGAL BOARD AND BATTEN STUGGO - 3 GOf�T SYSTEM � � � t� .� GEDAR 51DING: GOLOR: 51-fERWIN W. SWIOqS (OFF-WHITE) 2X4 BATT�NS OVER IXIO BOARDS GOLOR: OLYMPIG STAIN #aib 4" EIFS (STUGGO) RELIEF BAND) W/ SLOPED TOP OVER: 2" STYROFOAM EIFS (57UGG0) GOLOR: SHERWIN W. 5WI101 (GHINA DOLL) 4 � Ui�I�' °,�' � � �3U I�l� Ii�1C� S�C1'101�1 - �',��t 1,�� ��4St ���Y�T IOI�I l��l lt ' " - - Q � � - �49 SC,4�E: 1/�" = 1'-m" o � � � . � o � o z � z i-- • 9 m w ; , � O N ����. I ,�,.,� �'�`�' I . i _ � -- -- - - I . 1 _ ~ - � � � ` � � I � � , 1� J ' � l.l ) _ N r Z � ' O " N W • Q W � � � � -._. . � � ; � � � ,� � � , � � � -�.. � � O 33' HEIGHT LIMIT LINE ' � '- r ; '� � '� v t/� U _ � � � ' � J PREMANUFAGTURED RiDGE 1/ENT � `" -- � ' � �> J '` � NOTE: EXISTING GRADE �ND •� ■� �' -- � _ HEtGHT LIMIT LINE ARE LOGATED � � O. RIDGE ELEV. ` -- P�T BUILDING SEGTfON GUT. � � ROO� GONSTRUGTION: � �� � � � -- � � } � 0 40# ASPHaLT SHINGLES 8042 -O 12 � � � � � � � � OYER W.P. MEM8R,4NE (FiJLL GOVER�4GE) �� �� � -` ` � ° � � � C 01(ER 3/4" PLYW40D DEGK I NG -- _. � .v � OVEi? T.11 JOISTS W/ AIRFLOW BAFFLES 6� -- -� .� C � 1 _ O O 3 -..,. _ _ V (n — � - - , � � a -- - � � � � � 6 V. MTL. FL�45HING DRIP EDGE 01/ER ,[5,12 ._._ � _ _ 2X4 FA5G1� DYER 2XI2 SUB-F�45GIA -_ Ol(ER TJI BLOGKING �_ � ■� � � � a, = a� 50FFFIT: IX6 TdG GEDAR ` / � � o 4 VENT OPENIN6 W/ 1N5EGT SGREEN �� � � tI TOP PLA�TE L- �� •X 2X8 WINDOW TRIM f (TYP. IN 51DING INArLLS) / 2X8 WINDOW 51LL � HEADER BAND 8033'-2 3/4" Q � GOLOR: OLYMPIG STAIN #qlb � � � ALUMINUM GLAD Z w „� STUGGO - 3 GOAT SYSTEM O�/ER WOOD WINDOW r V BUILDING PAPER 01/ER ' a OU GOLOR: "RUSTIG" � .�..i � PLYINU. SHE�THING � O � 6 a ° � a �I - �412 0 0 , , � ,d�pp 2 )(3 W�r�ooc� �n �a-� - reu�5�cm c�d��.. ���9� _o�'d � �DP.-C3 gl���i� � MAIN LEVEL 4" EIFS STYROFOAM RELIEF BAND O 2X4 GEDAR GORNER TRIM 8024'-I 3/4" W/ SLOPED TOP f GOLOR: OLYMPIG ST/�IN #QI6 � / 3" STYROFO/�M EIFS (STUGGO) -� 4 � INST/�LL PER MANFGTR. SPEGS. O8X8 GORNER DEGK P05T5 ,n„� D GOLOR: SHERWIN W. SW3524 (GHESTNUT) � '1 6X6 INTERMEDIATE DEGK P05T5 � � � `'' � � � GOLOR: SHERWIN W. 5W3524 (GHESTNUT) � � `` '- -- .� I F -1 ..` ZX4 SLOPED GAP OVER I- � � - � , 2X4 W/ 2X2 PIGKETS GONSTRUGTION U � � `` �- , ' , (5EE DEGK DETP�II� W op = PROPOSED GRADE ` �- ° . � GOLOR: SHERWIN W. SW3524 (GHESTNUT) LOWER LEVEL ~ o 't 1' ''� ..� � ' . , , '• , � 8014'-O" U v � EXISTING Gi�DE ,� `.. ,� , � o � � _ _ . � . Q � o GONGRETE FOUNDf�TION WALL: ` �- -_ � � - • �_GOLUMN BASE: p `- �- 4" EIFS (STUGGO) SLOPED GAP ' �-' RE. STRUGTURAL DRWGS. -- -� ' OVER STUGGO - 3 GOl�T SYSTEM � � co t� 3 RE: HP�ZARD MITIGATION REPORT `', ' " ' - - � . -_ — � � , GOLOR: SHERWIN W. SWI101 (GHINA DOLL) � > � N 3 P E R I M E T E R D R A I N A N D � � _ � G A�R�G E � N N GRAVEL �5 REQUIRED � O �� � -' 8008-O 1� I� BY 50iL5 REPORT. � � Q �r o `� — -- � � � o (0� _ _ _ U � � -- •-- �� Gj �� � � � � � NOO > 4u GONGRETE SLAB OVER ' � � � � 6LU-LAM BEP�M W/ o �v� . c " GRAVEL RE: STRUGT. DWGS. DEGORATI\/E END-GUT EXISTING 6RADE _ °D c „ -� o x o _ WALL MOUNTED PROP05ED GRADE LIGHT FIXTUi?E � � � ° � KIGHL.ER - Kq747 a � � �� r OLDE BRIGK GOLOR 4" EIFS (STUGGO) RELIEF BAND) VERTIGAI. 80ARD AND BA�TTFN W/ SLOPED TOP OVER: � GEDAR SIDING: 2" STYROFOAM EIFS (STUGGO) - 2X4 B�TTENS OVER IXIO BOARDS � GOLOR: SHERWIN W. 5WI101 (GHINA DOLL) GOLOR: OLYMPIG ST�IN #alb � q O � �31�I�.1� I1�1C� S�CT I 01�1 - fi-'�i�T I�� UJ�ST ���Y��'I Ol�l 1�1�1 I T '�3 N � �" � S��L�: „�� : ��_�� _ a ,� � o � . . � � . .� o _ � o Z , _ . � Z W - 9 m w U O = � N � , , � �� � i � � � i i � - \ . 12 12 L 6 1— —1 6 I 2 I 2 � � - N �' � � 6 �r - o = � T — S m i � � .. ' N 3�_��� 3�_��� 3�_�►� 3�_��� 3►_��� z 0 1 w N � a w o � 12 12 ' 6 (— � 6 12 12 ' 6 (— —1 6 O O _� _� p � � R Q � 3�_0�� 3�_��� 3�_��� 3�_0�� 3�_��� 3�_��� 3�_��� 3�_��� � � �� � � U � ■� J � -p � J I 2 I 2 I 2 I 2 I 2 I 2 - �-�- '� '� � 6 I— .._._I 6 6 (— —1 6 6 I— —1 6 � � � � ,� o 0 M. B�TH �' � � � N � � N L K = M '� C� � c , � � d- TOP �'L�T� c � � ' , cr� cr� a� � N 80��'-2 �/4�� O � — � - - „ � � � o 3 LAYERS 5/8 C�WB TYPE - X � � V � 3'-O" 3'-O" 3'-O" 3'-O" 3'-O" 3'-O" GONTINUDUS FROM �OUNDI-�TION ■-� _ > , „ , „ TO ROO� SH�I�THINC� � � '� � � -O 3 -O " TW EN 5TUD5 � � � � � D I N I NC� I I/2 GAP BE E '` � � .X . 2 ��t��ZO�� �I�DO� � �,���"�S R-iq B�TT INSUL,�TION �' � p �� SCr4L E: 3/S° = 1'-�° �/8" PLYWD. SHEI�TH I NC� � ~ � `l OVER TJ I JC�I 5T5 Z " _ r V UJ 11� OUJ SC� l� a .�-� � �� �� R-30 BI�TT INSUL�TION � NUMS�R 7YPE � S12E INOMINAL) REMARKS � J ' A DBL. GASEMENT 2 3'-O° X 5`-O" M�i N L��EL B DBL. GASEMENT 2 3'-O" X 4'-O" gO24�-� ���I� G TPL. GASEMENT 3 3'-O" X 4'-O" GENTER FIXED WINDOW D GASEMENT 3'-O° X 4'-O" , � E GASEMENT 3'-O" X 3'-6" SEE �LEY. FOR "FIXED" LOGATIONS MEGH. C��R�6E , • F GASEMENT 3'-O" X 3'-O" 5EE ELEV. FOR "FIXED" LOG?�TIONS - � G GASEMENT 3'-O" X 5'-O" ' (— � � � U � � H DBL. Gf�SEMENT � 2'-6" X 3'-6" � � � � J DBL. G�SEMENT 2 3'-O" X 3`-6" _ � v v � K TRAPEZOID FIXED 5EE DIAGRAM � o � L TRAPEZOID FIXED 5EE DIAGRAM Q U o .� . M TRAPEZOID FIXED 5EE DIAGRAM LOW�� L���L Z ; � M 3 N TRAPEZOID FI XED 5EE DIA6RAM � _�� P�O I�-� - O�� � N N ��11: P TRAPEZOID F1XED SEE DIAGRAM -�L�� GONGRETE FOUND�TION Q � � � Q TRAPEZOID FIXED SEE DIAGRAM W�LL- RE: STRUGT. DWC�S. � � � v 4" GONGi��TE SL�B O�IER • �' o ; R TRAPEZOID FIXED SEE DIA6RAM � � ~ ~ '`' 4" C�R�VEL RE: ST�UGT. DW�S. X °%°%� � 5 TRAPEZOID FIXED SEE DIAGRAM SLOP� I/4�� � �T. �"���. Z • � = m c .. � T TRAPEZOID FIXED SEE DIAGRAM G����� SL�B O � .� v � � � n. t.,.. ..� U TR�PEZOID FIXED 5EE DIAGRAM � 8��8�-O��+ �l TRA�PEZOID FIXED SEE DIAGRAM :��1ll 1�.�1.�- � DESI6N//�TES WINDOWS i:EQUIRED TO BE �ITTED WITH EGRE55 HP�RDW�RE. 1NINDOW MUST MEET ALL OTHER UBG °q� EGR�SS REQUIREMENTS. . GENERAL WINDOW NOTES: ' 1 �fi�. i��T Ii�IC� CONST�'UCT I ON , I. WINDQW M�NU�A�GTURER TO BE SELEGTED BY OWNER. 2. WINDOWS TO B� WOOD FR/�ME W/ �LUMINUM GL�D EXTERIOR. � 3. LOWER LE1/�L WINDOWS HEAD HEIGHT= �`-O'" (UNLESS NOTED). � ����„ M�p ��(.�. �$N � r 4. UPPER LEYEL WINDOI^15 HEAD HEiGHT �1 O (UNLE55 NOT�D). �, r 5. ALL 51 ZE5 SHOWN NOM I NRL - �OR ROU6H OPEN I N6 S I ZE 4- _ Q REFER TO SELEGTED WINDOW MANUF�GTURER SPEGS. a � 6. BID LOW-E GL�ZING �LTERNATE FOR SOUTH ��GIN6 WINDOWS. � ���'t'� ���� CJ�C'r'��� o O �. INST�LL WINDOlNS PER M�hNUF�4GTUR�R REGOMMEND?�T10N5. � rh � O 8. SEE WINDOW DETA�ILS I/A►14 � 2/A14. Ail SC�4L�: 3/S° - ��_�° a o z n z �-- 61 W + _ � m W " 2 l�Jl1�l1�Ol�J SC��I�I,��� / 1�101'�S � ° � . ' ,ai� »p3"� 4f�j ��a^'" 1 ...+'+"'},� ,.��w �°��M_ ,�a i���`' .. ' • r r , ' , , . 'i . - - � �} y' � � ' , ` I 3-GO�T STUGGO SYSTEM ` , WOOD SIDING (5EE ELEV'S) ` YV/ G�LV. MTL. MESH BAGKING , � , � , OYER MOISTURE BARRIER OVER M015TURE B�RRIER � ' , 01(ER PLYWD. SHEATHING ; O�R PLYWD. SHEATHING � � � GAL�/. MTL. FLASHING ' 2X6 5TUD5 GALY. MTL. FL�5HIN6 • 2X6 STUDS (�(� � � BE1�D AND GA�ULK JOINT BEAD AND G/�ULK JOINT 1-n 2�_��� � INT. TRIM SELEGTED INT. TRIM SELEGTED N ` � � � ALUMINUM GLAD WOOD WINDOWS ; BY OWNER ALUMINUM GLAD WOOD WINDOWS BY OWNER Z UNLE55 OTHERWISE NOTED WITH NA�ILiNG FINS , WITH N1�ILING FINS - O INSTALL PER M�NUFAGTURER � INSTALL PER MANUFAGTURER � , ASPHALT SHINGLES OVER REGOMMEND�TION � �,1s,M� p��,at« REGOMMEW7ATION J,41„18 D�T�41L � a w WATERPROOF MEMBRANE . ' o � � (DBL. GOVER�G� AT EAVES WOOD 51DING (5EE ELEY'S) W/ G�LV. M LT . NtESH BAGKING Y�L1�Y5, RID6E5, TYP.) 01/ER MOISTURE BARRIER OVER MOISTURE BARRIER 01/ER PLYWOOD 5HE/�THING OVER PLYWD. SHE�THIN6 OVER PLYWD. SHEATHING OVER TJI J015T5 (RE: STRUGT.) GALV. MTL. FLASHIN6 GALV. MTL. FL/�SHING NfETAL EAVE FLASHING BE�4D AND GAULK JOtNT WINDOW HE/�DER BEAD /�ND GAULK JOINT WINDOW HEADER W/ DRIP EDGE WfirTERPROOF MEMBRANE TO RE: STRUGT. DRWGS. SYNTHETIG STUGGO OVER � RE: STRUGT. DRWGS. L./�P 011ER FLASHING EXTENDING 2X8 GEDAR HEADER SHAPED STRYOFOAM O I/4" Pl�ST MET�L. EDGE. i"V SLOPED TOP — HEADER M015TURE BARRIER TO MOISIURE BARRIER TO � L�P NAILING FIN � HE�4D LAP NAILING FIN � HEAD � R-38 B/�TT INSUL�TION GALV. MTL. FLA�SHING GAL�/. MTL. FLASHING O W/ AI RFLOW BAFFLES 2X4 FASG i A OYER BEAD AND GAULK JOI NT ��'4 D ���'�I� BEAD �ND GAULK JOI NT ���D D E T�4 I� � ■� 2XI2 BLOGKING \ti� N�ILING BLOGK � �� J 2X12 SUBFA5G11� OVER WOOD JAMB EXTENSION WOOD .1/�MB EXTENSION .� .� � R-19 BATT INSUL�TION TJI BLOGKING BEAD P�ND GAULK JOINT BEAD P�ND GAULK JOINT � � Q I/2" GWB TYP. 4" P�IR6AP YV/ INSEGT SGREEN 2X8 GEDAR TRIM INT. TRIM SELEGTED SYNTHETIG STUGGO OVER INT. TRIM SE�EGTED � � IX6 T�6 GEDAR 50FFIT PANELLING �^U SLOPFD TOP BY OWNER SHAPED STRYOFOAM GAP BY OWNER � Q ` 2X6 EXT. STUD W�LL 2X4 �RIEZE BOARD 6AL1�. MTL. FLA5HIN6 ►/2" GWB TYP. GAL1�. MTL. FLASHING = �/2�� GWB TYP. � � � � MOISTURE BARRIER M015TURE BARRIER �- c� c� � WOOD OR STUGGO 51DING WINDOW WRAP WINDOW WRAP R-IQ BP�TT INSUL. TYP. ` � Q � OVER MOISTURE BARRIER R-I�f B/�TT INSUL. TYP. � BEAD � GAULK JOINT BEAD � GAULK JOINT � � a PLYWOOD SHEATHING , S f L� 1��7�f� SYNTHETIG STUGGO OVER S�L'L D E T'4��" � � � � WOOD 51DIN6 (5EE ELEV 5) 3 I/2" STYROFOAM INSUL. � � � Q� 01/ER MOISTURE Bf�RRIER 011ER PLYWD. SHEATHING OVER M015TURE BARRIER 4��� � '� � � 01/ER PLYWD. SHEATHING '� ��� � � 0 •— � � � 3 �,��� l��'1",� I 1_ 2 l�J I1�lI�OI�J 1��'I",� � � �� u�oon u���.� � l�J�1�1I�OUJ D��'� I � i� s-rucco u���� °- c� �o ,412 SC,4�..E: 1 1/2 ° = it_�° �412 SCr4��: 1 1/2 " = 1' -�" r412 SC,4L�: 1 1/2 ° - 1�_��� 3 � � _ Z � _ r V Q _ -F-� O _..I 8X& END POST OR � 6X6 MID P05T I'-O" SLOPED TOP 2��� ��� 4„ 2X6 W/ SLOPED TOP 2X4 RP�ILING � 2X2 �PIGKETS U � � 2'-O" �SPH�LT 5HIN6LE5 011ER 3 I/2 BETWEEN � 2X4 RAILING w °o •c :� 3-GOAT STUGGO 5Y5TEM UNLE55 OTHERWISE NOTED WATERPROOF MEMBR,4NE - �— o W/ G�I..V. MTL. MESH BAGKING (DBL. GOVERP�GE AT E/�YES � _I m U o � OVFR M015TURE BARRIER 1/ALLEYS, RIDGES, TYPa � OVER PLYYVD. SHE�THING OVER PLYWOOD SHEATHING GONTINUOUS FLASHING FROM m � o � OVER TJI J015T5 (RE: STRUGT.) UNDER SIDING OR DDOR THRESHOLD Q U o BE//�D AND GAULK JOINT TO KERF IN JOISTS. •-� ' SYNTHETIG STUGGO OVER -E— METAL E�VE FLASHING 2X6 REDWOOD DEGKING Z 'v � M 3 W/ D R I P E D G E > d, N 3 R-Iq INSULATION ` 5 „ SH,4PED STRYOFOAM GAP m WATERPROOF MEMBR�NE TO R-Iq INSULP�TION 2XI0 RIM J015T • � N N LAP OVER �LASH I NG EXTEND I NG � , + I/4" P�ST META�L EDGE. Q ^ � _ � RIM BEf�M � � � U `, '�" , - 2X4 Fl�SGI� OVER - � �.�. � RE: STRUGT. D G5. � • O N�ILING BLOGK _ • c� o o � :� m � tOrnrn � ` 2XI2 SUBFASGIf� OVER x "`-' ° o GALV. MTL. FL�45HING TJI BLOGKING ° o Z m � � ° D • ° D = � � ° B E A D � G�U L K J O I N T J 0 1 5 T H A N G E R 8� 4�� � � � v � IX6 T�G GEDAR SOFFIT � �- �' �'' '—' D ° ° ' R-38 B�TT INSULATION D o ° ° � W/ AIRFLOW BA�FLES 2X4 FRIEZE BOARD o 3-GOAT STUGGO 5Y5TEM ' D � - W/ G�4LV. MTL. MESH BAGKING � t� OYER MOISTURE BARRIER 2X12 BLOGKING O STRUGTURAL GLU-LAM BEAM � ° ° ° OVER PLYWD. SHEA�THING = DEGORP�TI�/E END-GUT � ° ° KERF IN DEGK J015T5 , LEDGER � GANTILE�ERED OUTRI66ER5 FOR FLASHIN6 DRIP RE: STRUG. DWGS. D � . RE: STRUGT, DWGS. ����y , I NTERIOR FLOOR D o o , STRUGTURE o �OIST HANGER 2X4 FURRIN6 D D t R-la BATT INSULP�TION � 3��� 2X4 FURRING � D P.T. HEf�DER �015T D , � p B O L T E D `T O F O U N D�T I O N Y V A L L I I/2" RIGID o p � I/2" GWB TYP. ' WODD OR STUGGO 51DING I I/2" RIGID o ° ° OR ADEQUATE BLOGKING INSULf�TION ; OYER MOISTURE BARRIER INSUL�TION RABBET BASE OF LED6ER q � p p �' � 2X6 EXT. STUD WP�LL ; � p b TD GOYER 51DIN6 � N ' PLYWOOD SHEATHING — � �_ � o $ + ; o $ WODD OR STUGGO 51DING g _ � � PLYWOOD 5HE�ITHIN6 � � p R D � p p D � _! . n , ^ O O Z 3 � 1"i � �' I C���' I ON l�J��� C��' 1���',� � � � ���� C i�,��C� � I���'� f� �. 1��C�C ,��1 I� i�� I � I 1�1C-� I���'� I � _ � m W �� � ,412 SC,41..�% 1 1/2 ° = 1'-Q�" ,412 SC,4��: 1 1/2 ° = 1'-�° ,4�2 SC,4LE% 1 1/2 �� - 1�_��� v � �' / � ` � ,;,�,�';��,,.,;�» ' � ����� �. �` �-,,.>,. ��, � ��..� � � �. _� �_ _ , - -_ , } -m-. .�-v�..�- a�aR...+e Ta"" ..a-�+ m.r--r'R'-rz �..e. 7 on. _ _ _ _ �.�.�.-.� .n�-.n-n .. a v�n=a., v _ .. v ..g..� :e. . , .. � .n-i�., . "nx- v, - � � ...�.Tr� �_. y--+r�r.v :-� � .f.. � ... e < v r w +ra T ..^r r i.5., _.r-,. +e-. ....�w: .x .n.��� y'.r--� ♦ ..y _ r^ _<_ _' .. t . � � • ' > � r.ew�a»^;'�- •S ti .!4„.. V ( .,,� � h.m^r-vr `Y i a. r � ' �N. r � * " +�rV _ t. f . ' � , � i . T � . ♦ - � i � ` }fl �.. - .. s ' r • n ` `} I t s ✓ e�� n • y � y l • r l i 1 � L ` �A A .. ' � ♦ � k ` I i ~ � , � ^ � r � � f } . � ` i , - r � „ 1• � � � � v .e rt 'dr s � • k` �- ` n ` i _ + � r 4 ` � .+ ` ` � ` ` .. . ? ' ^ � ��- i . f - r L �rS_ ; . M1 . J�t ` ' .. r ' v � Y � " � ' � r � , „` � +, A �` � L r w i a ` . . " y � � 1 � � ` li � f _ i i � � ' ' \ 'f�^ . Y t N v k� 1 '�4,� ♦ r , yv t ^ � n x � , ,< t a � �- ♦ ' S " ' � - ,. � a v � � � � � . � ^r ' ` r � � * " . � t - � � .. � i e � � • _ � . � . > > v t e ) ' � r I !t i `� � '� � . Y�{ ��„ 't+V4 ' � ` e , 4 � F ' " ' t� ' ; 'y ,. F` • , ' ` { {~ J ~ ` ' • i'+4 ' J , ' 1 h � '^' , ' • � M� ` c.j `ct •• ~ f •. �k -• r '. ^ . . '��ya��flA •- ` 1 • , v _ c e ` i�` ° , 4 - � . �r' rT � J ', . - � r -• � f' �Y ;' � � �` S ` V �� s ~ � ` � • I f n � r� ' � a , t \ ^ ` Y ^; ' ... F � ` ; � . ''. , ;,, ` � °,` +. • , ' ,: - _ , , . " • , _ �..6,_O,� , , , 6i'�s�, , � -, ` . . , , , 51'-52�, , . _ , � . , = 5 � J ` _ - � 25�_�,� - ' � i o�0 O � . , � ` � f l . ,, . a , � . . , , - , , ., _ , `, - ' l ` 0 � . 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FTG. � � , r _ � , _ , � �� _ _ � _ _ _ _ _ _ ~ _ _ _ _ __ _ _ _ - - - � ` _ ,- - _... _ _ � _ _ _ - - - _ _ _ ..,._ - - -- - ---- - - --- - - - �''�` i � ..; � ,. , , _ '� � � ' - � ,1 � � � , � � MITIGATION WALL � -=Q- - 1 �+ !- � -1 � I � - � � � T.O. PAD • ;`�`"�: � - l� � . . F . , � . � , . � ; , � � { 5' ABOVE GRADE . - �. , . M � 00 8020'-0" o = � � , � � � , � - • _ _ . . , � � , STEP _ � � STEP 8009'-4,� � ° � I I a STEP ;�, ' 4 � I I _ _ � - _ � , � � . , _ (REF. D�T'AIL) , T.O.W. , I � � T.O.W. ' ' ' 1 � w T.O.W. I I w � M M ,. � _ � � , s � �, � T.O. FTG. �n , , - . . , ; , � - , � - - � � _ - I � I I � N I I 8O1 Q�-6'� N � � M M � , - . - `M � , . - T.O. FTG. i � 8" STEP , , �- - - - - - - - - - ._ _. � - - - - - - -- - - - -- 1 Q � � . - ° ` �, . ' � � ' - � 80'�2'-0�, �i I 1$" fTG. � /� ���' __._ --- � ._ � _._. ----- -- — -- — -- -_ , _ � -, � . � I , STEP FTG. I � 8008'-8" 20" FTG. UNDER-1 I �I!� __= z � �_ ; ' " . ° � ; • � . � . � T.�. �WALL T.O.SLAB ( � � 12" WALL �� - - - - - - - - � � .._. - - -- - - - - -- - - - - - -- `,��� I z o X r , � _ _ _ . , » � -�4-- � , � � � _ � �,i r- -� I � � a=. � , . � . $ , 8016 --6 I 1,_02" � - I � � 20" FTG. UNDER � ' � i ,Y , . , - , � � . � � � , , y - � � � , - � � �`� SLAB � � _ � STEP FTG. �a� 12" WALL � � � � � - � ` � , � ' • _ ' 8" - , � 4" FREE-FLOATING � T.O. WALL � , �`� � , � � a ?;�° ,` , � - � r' CONC. SL.AB Wf � - ., ,� � �� „ � ( 7'-11�„ 00 , ,� � 12'-0?„ , „ I I � r� � ^ � 26 WIDE x 9-1/2 THK. UNREINF. 80i4 -0 8 4 3 -8 � 4 1 -0 0 ` " , ` ' � 6x6-10/1Q W.W.M. - 1 1 I , � � ''' ' "' "' ' � I CONC. FTG. CENTERD UND�R AN 1' 0-1 2" „ , • - � { , w� T.O. FTG. I - � � 18 SQ. ' � �. , � , , � - � �-- - - - - - - - - - -- - - - - - , .._. ._ _ � _ _ 8004,^6,. � I REINF. CONC. FND. WALL (TYP U.O.N.) � � _' �PAD I ' � j � � � , - � , ;.� � �. -I ~ � I � � � � � l �, o ' , _ , - y� -N . � , , . � r- -- - - - - - - - - - - - -- - 4 r - - - - - -� T.O. WALL � m T.O. FTG. 1 4'-4" � _ � r;,� I I 8020'A11 1/2" ' z a .� r , . . s sa _ � I GARaGE , „ , j ° r I I ' PA D 8 0 1 4 0 „ � ` ' { � � 4 FREE-FLOATING 8a04 --6 � L _ - _ r � N i ( + = w o - " . � ' , � � 4" SCH. 40 �- - - - - -� � r - - - - -- - - - - - - -� CONC. SLAB W/ I r- -i � O ` . � �. , . , - , , ` � � NON-ADJ. ` f _� ' a a ? 6x6-10/10 W.W.M. a � I I � I I i � � w , , , , � - � STL. COL. -- E- - - -, - - - - - - - - � ° � - I { r � � I STEP T.O.W. i M �. ,. - 5 . � � � � � � N , r m � � I I � � , I I I OWO - ( I � � � � - � ST P I I Q I I w �,� � .- o �o ^ ` . ^sf ' � � � � , I I 12'-���, L - - J 5'-34„ ��_6„ i � " - H T.O. . � � � 01 I � � � I MN � ' � �o ; t, ,, - , , , - W ( - � 2D WItiE x 7 1/2 THK. UNREINF.�� I I p �o I I � (3�„ SQ:�, "�, ; - ' � � '. . ' - � � � � I � CONC. FTG. CENTERO UNDER AN 10 1 .�,N � f ( � � ( (PAD � � � � _ " STEP FTG. r � , , � � �$� SQ. { REIN�'. CONC. FND. WALL (TYP U.O.N.) � 11 J � cv � � I I „ „ I � ` ' ��° ' ° � � �� � � 16" WIDE INTERIOR FTG. r , pAp _ ( � "i�r , :� ( ro t � _� I I � ( � � ( 22 WIDE x 7-1/2 7HK. UNREINF. ; " t� � � i REINF. W/ (2) #5/6Q CONT. � 1 � ' ; `r �- `� � � � CONC. FTG. CENTERD UNDER AN 10" j ., . - � � , �,� � _ � �,_$y„ � ��-p1„ i _ ' I I I I �- I l i I � a °�� �, ' � � � � � ' � ' ' l (TYP � ALL INTE�210R �"1'G.) i � . � � 2 N , N � � I I � �f REINF. CONC. FND. WALL ; �. . ' - , .. . r , 1 ( . � N, � .— I f ' ' I � i � �N � � I �, � . . . - . . r � _ _ _ � _ _ J ��� L _ _ _ ^ ._ _ _ _ _ _ ` _ � _ _ � _ _ � _.._ _: — = - - - - - - -- -- ;�S � I I i � Z � ', . ' � - ' ' ' � �'�' - - _��� ;;'� ( DE RESS CONC. T.O. WA � � I I I ( � � � a SLAB � i ( O O 'l ` " ' � � � �► ODR (TYP.) , �00� Q � l I 1 � � d 4" FREE-FLOATING � f � ` � T.O. WALL � ,P �- - -- - - - - - - - - - �- - - - - -- -- - - -- -- - '�; �-- - - - - - - "1^ ( { I 0 '� J. ` '` ' - � µ � , � • ; ,� STEP T.Q. WALL� T P 20" FTG. ST P I L - -1 � � � `� CONC. SLAB W/ I i I � — }- A , v , Ri- : ., _ : , . ` � , 8014 -0 J i T.O.W. � � 8014�-0" .O.W. t 16" o � � STEP 8008,�2„ T.O. . I 1 I i i 6x6-10/10 W.W.M. I � I � f � � 0 F- . . 16'-i 0" � T.O.W. � � Q '� � � `; ��. � � , _ _ , ` - � � - 8012'-1 " �r � �- - - -- - - - -- - -- - - - _.. _ _ _ - - - --- - - -� r — - - -� I I � i ' I Q p � Z =��' ` ' ° � � - � T.0. FTG: .-�N ' J M � ' y F � _ ` ca u'�-� � ' , , _ � 8008'-6" l � „ � � � (T.O. WALL � tE= _-, � 18" SQ. I I � i ( 8006 T 6" �i � j � r. m O � � " '� ��� . � � � oa _ � 1 16 FTG. 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I I i I � � ' ( ao� 11 -8 I ( . � � POST BA5E � � � � � � � � (SEE NOTE SE, TYP) I z (1J � , . _ � � ( . - _ 18" FTG. 800$ OR EQUIV. I I _I � - �` ' _ . ,, ` � � _ � " � � ' � �� _ STEP � � _ — — — — I 1 I I i � J 18" FTG. o T.O. FTG. -- - - ._J L ` - - - - - - - -- - - - � STFP T.O.W. � O M` ` ^ � , - T.O. PAD r " � ( � � „ CONCRETE T.O.W. '! - -- , Q , ' ` , - - ' � - . ,. � j � - ( � I 8Q04 -6 WALL CAP - � = ==-,�;�� � � i LL �- .` •-� � - • 8016 -6 I T.O. WALL � STAIRS - - - � , ; ,. ,� -, . � N " � I � 20" fTG. ( � 8009���» RE: ARCH. (REF. DETAIL) � � - - � , � - - - - -- - - -- - - -- -- - - - - - - - -{ � � T.0 PAD ' r t � � � � � � �,T•0•SLAB i T.O. TG. I � 8016'-6" � �- .� �. � A � . - ` . � { ` �f.O.S AB � T.�.SLAB � � T.O. WALL� ( (�8013'-10° I 800 '-6" I � � , ,' , . � - - � 80Q8 -8 8008 -2 � � 8013 -10 � � w , , � � � '� � � GARAG E ( � STEP FTG. ( _ ,.,t � STEP G. "N I � I r I T.O. WALL � � � , , �r - �-�v � ` � 4" FREE-FLOATING DEPRESS CbNC. ' � � - ° � , � T.�. FTG. � � CONC. SLAB W/ � DOOR (TYP.} � � CONCRETE 20" FTG. � �-�- ' � ,� i ; , �, � ° 1O � � 8014 -0 , STAMP: ; , : ,i_` r,� � " 8004 --G � 6x6-10/ta W.W.M. , � 1 STAIRS �I -�- __�- I i� I , I � , ` �,� . �- � � - ' F - - - . � ���iiuiir l I RE. ARCH. 1 � I_ _ I I \��`� ui��� � - , • EG i �.. ^ ,� . , .'-`�, , � 1 „ I I �. , T.O. FTG.�� � I� --�- - - - - - -� ( I 22" FTG. .�� � .�`��\\`0��,�0'R••�s�F��'�� � �� , ' �;' _ " � � * ` . j � 26 FTG. SLOPE SLAB ( � , _ 8003 6 - I , , f � .r � � .�, a � ' � � M I N. 1% f 1 � 16 F'TG. }- r � � � � � �°�.�°�� R c9��:�o� . ` � � T.b. WALL r � t J � SIMPSON CB66 I � 6�-�4�� � I � = '~ 8716 �' = - `� _ � � ` - T.O. PAD 8014,_�„ � � � � - _ POST BASE � � � _�,'; ; �,; ;` 'y�, ` , - y ' 8016,��„ . ` � STEP T.O.W. ' ( I � ` .. � OR EQUIV. I � � � ' •n� .... '•��: ` „r't ' • 36 �!. � ( ' I � CIII� QI' 2) ' I I ( �� f I � //�� V�/ .NAI.E��``�\ � I ; '��ii���n i n n������`�� � l` _ FAD StEp FTG. �„_, T ,� � ( I . , I � � � 16" FTG. � � MITIGATION WALL j / ` << ° , � �" } � � 1 t 1 - 1 LL T.O. TG. I 5'-0" ABOVE GRADE ' - " I I I �.0. ���. � � T.O.SLAB � < < ,. � .� - T.O. WA�L �. —�-'---~ o � 1 800 ��S„ - -- - - - J � (REF. DETAIL) i r � , „ � � ��004._6„ , � � , ► r — ',, � _ � - � � 8009 --0 • � �6" FTG. 1 fi" FTG. I �, � � 8007 -6 � ! � �- - - - - - � w � ENG. BY: ' � . . ' - � - � 1 • I I 2,_Q„ - - -- - - � ,� � - - - - - - - _ _ J '1' � � ���r _ � T , _. � - T o. FTG. I - � � � ' . GODFREY -r � . � ( f ' „ I ❑ ''`= _'�' � ° N � DRAWN BY: _ � , 8002'-6" � � - - - - -- - - - - - - - -- - - - - - � ' ,� � � ° . " ;' � - � ,;, � -- - - - - - - - -- -- - - - - � L _ r � • T.o. FTG. 3s s DJM / RWO � „ M , � ��. - � � '_,=�- =�, L - -- - - -� '� � -�;. � 4„ � 8004'-6" PAD R� DATE DRAWN: � < . - - - � ._ � _ _� , ,,� i,l �- - - -- -- - -- - - - - WAtL CAP . �„ . - - - - =- � SIMPSON C666 (TYP OF 2) �� „ � 4/29/99 � � ' . , , - � " � � � � , L- - - -- - - - - -1 � POS7 BAS� (REF. DETAIL) 16 WIDE x 7-1/2 THK. UNREINF. cn , - , � ,'_ . 1 , � - ' , � a OR EOUIV. CQNC. FTG. CENT�RD UNDER AN 8" 801fi A6" PROJECT NUMBER: � • - - , - � ., , - _ � � REINF. CONC. FND. WALL (TYP) 99-�374- ' C � r � . 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" , t J � p + A t ` * n / f. n 3 ' � ' 1 i _ � yl� �{i � i'��t•" � , •Ys� �4ai . ` � � M ' •- y v!'x' '' -0 ' � ' � ' r ' _ � � • � — < � ' ' � ° . t ..� e .. r � ` ` f � r � . � � R �Y'� , ;� � 1 )Y.G�EIVE�AL�F'NOT'ES� FOR�'STRUCTURAC: �RAWINGS�y ; ,, - � � i � � ` _, , ., . , - . , ,- � � ` , - . � , _, , . � , ' , � � � � � �4j � � , � ° f � _ i � , _ ' � . z � . ' ,� � ' � N . . , � _ . J - �� . � e� � , . q �• , � .< , • , , _ �, , . � r , __ • . , . , � . .. � , - _ , , � ,� ,� ° , _ � s , , 2x FRAM�D 1 2" EXPANSIO ` ' ��j;, , '� _ "A, k.11lE LO�ADS USED INt�t�ESiGN .°' _� �. , � . . � : .'� � � _ � � r R � ., _ . ° - , : , . , , ; , . _ _ � ' r .. _ _ _ , , BEARING WALL' g" MATERIAL � ; ��, ``' � � .,,. ; • „� , - - , - � . ` � - _ . . - � ` . ` , . ` � ' , , , , - , _ . . , � - , . , FINISHED GRADE -.. � � '"� " � 4" SLAB o0 O � '' .� _� i�,~` � , •1.`�t00F������1����a���f1���H��Y������H�t��Hr�H1lH�H�f1��i����s���1������i��80 PSF ° ' � , _ ,_ . . . � , , : �; . ; � , ' � _ � � . . ' , ;.. � _ _. , ` � � , - n � _ � _ � ANCHOR BOLT ` � � d- �- ' .' � - � , �..�, F ` " �. � ° . � , , , , .� , , , , � r v . , , ` . . ` ' � � ` REF. NOTE 5-K ' , • � . - �.; Q � t1� _ � ." , y � �`, .� , , '2: �i.04RS� ANQ�.INTERtOR STAIRS...:.. . �� .� ....:.40�TPSF � -_ , _.` - , . � � # . . ' ' • - - � � ' � ' � 2x PaESSURE � tD � • � O I cv ...,,. .�....... . � � v� � r ' ' � � , ^ . ' - � . � `_ ` _ ' . " , . ' - - �, ' ' - � ` , , . � � a .� , • 2 J � � � ` � - � - , � � NQTE:� tEQTEd pLATE _ ; � .� , p � �, - � i� ' '� � 3: EX7ERIOR 'DECK� A .:. ....... 400 PSF � � { � � � ' • WALL �HEiGHT IS :7HAT PbRTION , ' � . � _ - ' � 1/2 EXPANSION � H�RIZONTAL REINF. � ' YERTICAL REINF. o � � •- � � � U ','> E _ . S` ND BaLCONIES........... :.. .. � WHICH IS� ABOVE F(NISHED GRADE , , � � � . . . � � . -� � � _ MAtERiAL f (2) �5/60 CONT. a���,,; PER NOTE 5-L Q = Y O�°O _, , . , ,_ , � , , , . _ - ; "� , � ,' � _;4� WIN�. ° - �° ' " � �;. ; . . '- ' � 85 MPH, EXP: C � t' ' " � �_ C1N THE LOW�SID�. , � . , , , - � , ' - � ' `l IN F7G. MIN. 3" � '' M.-. �': r. H��r�a����frl���HY:���y�.lN��C� ♦�Y�a�4�i���i���H�H�s��1i.u♦ . `� � � � � ` , ' � � ' - '�� � � r � � � � � ' � � < < - 4 SLAB ' z HORIZONTAL REINF. � = U O p M �� `�' ` �> ' . - � � -. , - , , COVER - - ' ''� � ' FOR WAIL HEIGHTS ` C > - �- 5. SIESMIC ' ` ..:........................... ZONE t � • ; PER NOTE 5 L �-. � °a M O � � 5 �- F - ' - � , �.••'.•...•.•..•..:.........:..... � 1 •� EXTEND BELOW GRADE " � " � ° �,I' j 4 60 STU9BED UP FROM � � � � ' " �-�n � ' - - Z� D��IGN COD�S: _ - ,,� ` � , - r � . � , - ' , r � _ ' ON THE tQW 51DE ' - � ' ' ra ''� ,•;!� ' �3 4t_a;. • .,, , � # � O >��.� r," i , r , ' , ' , � , - • , . ! a ° f ��' , FOOTING 12" MIN. AND Q Z -� Z .� . , -t- - A.'ACI 8t11tDiNG CODE (f 589) � � .. < < ., . - � 4'-0" TO' 7'-11" 12" , - , . - � 4 . Q I ` � TIED TO VERTICAL WALL F- 0 x ;y ' 8'-D" TO 11'-1 i" 24"` , - �iNZ , REINFORCING. � � Q = � , , g.� AISG STE�L CONSTRUGTIflN MAf�UAL�(NINTH Ei�iTiON� � � � 12'-0" TO 16'-Q" 36" � - , - � '� � � •. , . (OR REF. NOTE 5-M Q � U o-. �� • � _ - , � � ' " ' N � � ` ' � � � ' � ' � ' y FOR FOOTING KEYWAY . ��s,r ' ' , - C. 116C-1 J97 EDITI�N _ . � , , , � � r � ` �k IF LATERAL RESTRAINT (F'LOOR SLAS) IS NOT � ' - - " � C� � � � ' � ' FQOTING TO RES7' �g�� FOOTING SIZE FOOTING TO REST I i PRESENT AT BOT7dM OF WALL. PER FND. PLAN ON UNDISTURBED � , � ' . �, ' ' , r ° , , , ' , - , ON UNDISTURBED � NATURAL SOIL FOOTING ;t� � '�' � _t3 GOt��RET�': � � MiN. ' � ,, _ NATURAL SOIL 16" MIN. SIZE AND REINF. �' M- � A. ALL CONCRETE �v5HQLL BE MADE WI7H Sl`ONE AG6REGATE AND SHALL D�YELOP �A MINIMUM � �, � 24" BEND OVERLAP AROUND CORNERS � PER FND. PLAN � � �- `��-;;�.. r,; y ,� _ � � AND 18" OYER�IP FOR SPLICES � � ,;;. :` , � =' �"°0� 2,250 PSI � C4MPR�SSIVE STt��NGTH IN 7 �DAYS AND A M1NiMUM OF 3,000 PSI COMPRE5SIVE �., l � ` — � — � ' � = T � � � � � � � � - � � � ' STRENGTN� !N 28 DaYS. � � L� ,_ _ _ _ ____ _ � _ � � � � .� , y � � ' -` INTERIOR FOOTING DETAIL w � N.T S. co °`x � B.�Al.L. REINF4RCING BARS SHALL BE AS7M A615-GRADE 60. WELDED W1R� FABftIG SNALL - f ` - - - - - - - - - - - - - - - - - - - - - - - � � � � �' . � ' CONFORM �'0' AS7M A1�5. (U.N.O.) ' , � - - - � ?' '' . � ' , , . I.— � - - - .� � ,. � — .^.. ., - - - -- -- - --- - - -- -- � , FROST WALL DETAIL — � �f. � . �, , , . . ,_._ ___._ _ ____ T �' � � � °`- ' � � ,C. C4NCRETE P�OrEC�ION.��'OR:,i�E1NFOF�CEMENT �U.N.O.} � ' � N s ' = M :. >. .-'. ,� � 3b U ro . °, ` . � : � �' 1: ' CONCRE�E �'OURE� AGAINST EAR7`H........................ 3" � � � :: � ,. , - `,. ��` '._° `,� •�. � 2. CONCREl`E POUREQ �N FORMS BUT EXPOSED TO EARTH AND WEA1'H�R � TO P V) EW �=` `' � " • � r -' " � o. #5 BARS dR �5i�ALLER.' � . , 2,� � - Q , ,_ . - . _ � � ......................................�_Tf z �W�� ," � ' '-.. " '� . ' - . b, BARS LARG�R THAN ,#5............................:........2�. - . � WNS 12" ° '' T� �'{ ' � ' � ` 3.� SL.ABS........�...:.+:........<....:.....................................3 PER ARCHITECT DRAWINGS a WALL HEIGHTS AND STEPDO z 5-''? :~ 'r.+ ' " r�. , ` . _ 7 , , _ �4» � _ _ ' • z D. NO SPLICES 06 REIN�p�2CEMENT ,SHALL 8E � MAD� AND i�0, WELDiNG TO REINFORCING SHALL I t :', � ; <°.' µ _ °: . � � 8E` P�RMIZTED�EXCEPT AS DETAtLEF3 OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP _ a oa � � t � � � " " ° SPLICES�" WH�RE' PERMITT£D, 'SHALL BE A MINIMUM OF 36 BAR DIAMETERS. WIR� FABRIC a o � ' � � � ` ' �; REINFORCEMENT �AUST �[.AP ON�"FULL LAP PLUS 2" AT S1DE AND END LAPS� BUT 'NOT LESS `�� °s ��; 1 ' � .-�THAN �6" ANQ- SHALI, BE ;WlRED' TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS BLOCKOUTS HAVE AS ADDED REINFORCEFAENT: a a � .'�.�'��_��x"� �� � ' � - 2- 5 40 BARS 3" fROM BLOCKOUT, EXTENDING HORIZONTAL S7EEL REF. NOTE 5-L ° ���� OR P�OYJDE CORN�R BAaS Of Y-EQUAL� SIZ� AND SPACING. �, . , ,� � Q o0 °�`w " ° " ' Y '� � ' � - • � � - 24 AST BLOCKOUT, ALL SIDES OF BLOCKOUT; � � "; ' ` � ' � � ' - NORMAt WALL REIN�'ORCEMENT DOES NOT • ' a , � � , � - A E.� tN -A�DtTION, T0,�'STANpAR[� WALL �tE1Nf4RCING� PROVIDE (2), #4 BARS. ONE EACH FACE, a , (' zQ o ` COUNT TOWARD THESE REQUIREMENTS. 3„ ' - " ° ' :�Wf ��'-0" PROJECT(ON� ON ALL�SIpE' AROUND ;OPENIN� IN CONC. �(U.�.hl.) � � � o � MIN � �- - , � � � � � . 4'-0" MINIMUM z W p� U � ���` , � -�� . . , , , , - ,. - -. �, �- . r � • F. CONCR�1'E; WORK-�SHALI. CON�'ORM°r;0�ALL REQUIREMENTS OF ACI 30t-89, SPECIFICATIONS z FINlSHED a _ co N �� t` ` - �,`- ' ` ' � �OR S?RUCTURAL CONCRE?E fOR °BUILDtNGS. $� ' GRADE ` . , � , d a = W M r, W F�° ` - � G. ALL,CONCR�TE�SLABS SNALL BE �1SOLAtED �f�OM FOUND/�TtONS INALLS� STE£L C�LUMNS - - - . - - - - ---- - � � , � O �°n � z c°v - . .� . � � �� �t � � � � o � wo � � , , . , ANG UTILITIf LINES_QS ,SPEG�FIEQ ON PLANS.OR _L1ETaiLS. � I a � y o � �" �'' � ' ' �" �. i i i n} , , , .' _• � � - � . '� ' - � - � , _ � � ' . o o WALL REINF. 4 N,n �' � � 4} �STRUCTI�RAL SjEE�L: � ' � � � �. .a . � � � ' _ ' � -� -�- - - - -� ( � � < i. h . - r, a , _ I I � ' d d (2) LAYERS . . , _ , � � . ° P .. . • � � f � I 1 , a �'�J/6� � �8�� O.Ci. ` 5" ' t T 4 �- --�--- - � -- -� -� ADDED #4 �AR 36" VERTICAL REINFORCEMENT � a EA. WAY �, _ . � . , � A: ALL��STRUCTURAL� STEEL ROLL�D_ SHAPES SHALL CONFOFtM TO ASTM SPECIFICATION A36, � � LONG AT CORNERS REF. NOTE 5-L � � � JLATES7'rt ADDITION. AtL PIP� COLUMNS>� SHALL 'CON�ORM TO ASTM �SPECIFICATION A53. � � � �� eLOCKOUT � � � � ° O ��` ' � ' � �° , - � ° � - - � . ''�,� � , � z ,� 8: �'ABRICA710N AN� �RECTibN SHALL B� 1�1° ACCORDANCE' WITH THE AISC SPECIFICATION � " � I � I� � � ` � �'� - ' ° a Z Q ,�; � AND COb� OF STANDQRD PRACTICE, LATEST �DITIONS. , _ � ' ' � ' `— - " - - - - - - - - - - - � O Q i .A � y �� ��� � � � � � � ^ r�� � � _�`— _ � _� ^�_�_� _ � 4 � `� "� d ' � � , C. AlL �Ff�Lb COhlNECTIONS SHALL BE MADE 1NlTH 3/4" DIAMETER ASTM `A307 BOLTS. (U.O.N.) -� � ��� , , � — �"A�' � ' � � ' � � � � � � � � � � � 0 . �' , I i i 4�� ` � ; ; � t}.,�3" DtAMETER•-1 fGA: ADJUSTABLE PIP� COLUMNS SHALL BE RAT�D AT 14,7 KIPS MINIMUM. � I ' � � �� � - � I � � I ( { � o d o � �• --� , _ ( � � � ( f � � — � *`` I ' ' ' ' ' - ' � , , ; ° FOUNDATION WALL � Q U -� ; � - ' � E. 3" OIAME?ER-SCHEti�II� 4�1 aDJUSTaBLE PIP�� COtUMNS SHALL 6E RATED AT, 33.4� KIPS MINIMUM. �` " _ _ _ ' ` _ � _ � ` _ _ � T _�_ ' _ _ _ _ _ _ � 4 a W � m y��"�-, -� L �, , ;.F�.� Ar STEEL 8M.(T C�Nhi) COP�. ENO tJF' BEAM AND W�10 WEBS TOGETHER W/ 1/4 FILI.ET WELD. �� � � � � � , , , �` � �{ a �, � , , , ". ' BOTH �SID€S. OR CONN�CT, W/ L4x�lx1/4"x0'-fi'" & (2} A307 i/2"� THROUGH EA. LEG I � ` ' ' ' ! � , . - � ► , J W � � ' + V � � - r ,�.�AT B�AM END PLA�E �x4_ BRACING AT� 45' FROM BOTTOM FLANGE OF BEAM TO FILLED � � � I I I � � I � � ( �� � 4 , ^ ~ � � �.t � - -=1�^ - �—- -—�--- - L - - - - - , ` I I � � � d v / O I � � - ' W�B OF-FLt�OR JOIST. TYP. EA.� SIDE �OF BEAM . , - -L-_ � _ _ _ _ _ � _ _ J � � �. � � ` � � d z � � � a � �� � ��♦ � � d J W �"� _�. - , 5) �'OUND TIONS: � ' � ,' � ' _ � � I ! a — O -� . - , , , , a z � � � T � I ; $ �,`, , ' _ � . A.'� THE' 'SPECIFICATIQNS �1ND SOILS REPORT ARE PAf2i' OF THIS tlESIGN - , , , I— [L s , , � - �- - � - -___1_ o a W J `�` � � � 8: PI.ACE` FLOOR r�J01STS ANQ SUBFLbOR PRIOR 'TO BACKFtLLING (IF REQUIRED) - � � � ' ` ; a , � _J J �'" � r �" 4 ` �,- ^ � � FOOTER - SIZE AS SHOWN ON FOUNDATION PLAN. � Q ri PLACE_, COMPACTED BACKFlLL- IN ',LIFTS ALONG ENFIRE LEN�TH 0�' WALL VERTICAL S7EEL STUBBED UP FROM �OOTER A MINIMU�1 l I � „ � � ,:; '� ; , � � SE� SPECIFiCATIONS , � , � " , 12" AND TIED TO VERTICAL 5TEEL IN WALL TO PROVIDE � , , � � s•'� � i4 ' � ' V� r ' LATERAL RESISTANCE OR REF. NOTE 5-M. � Q � � . , ,Q. WALL THICKNESSES `SHOWN ARE NOMINAL. - . . � , - - - ' W .� _ � y . � .., e' � i � � + ��` . � E. LOAD BEARING COMPONEN75 �SUSCEPTIBLE TO -WEaTHER. �SHALL 8E FINISHED TO MIN. OF ' MITIGATION WALL �` � - , ', � '. -�w 4$"_ BEIOW AND 6" ABOVE �'INISHED' GRApE ' � N�'S F�. � . . . . . - , ` �--° ' ' F. WAL'L HEIGHTS VARY. REFEI� TO ARCH. DRAWINGS & DETAIL SHEETS � ' ' �;�� ,� �r. ° � .. , _ . , � .�� d .` '` � - G: IF' WALL� HEtGHTS EXCEED 12 F'EE�' 'OR IF UN�ORESEEN CtlNDITtONS AR1SE, C�NTACT ENG. � $" — - 1 � � ° � � - ` � 3 � � ✓ - FRONT VIEW --�- STAMP: - � � , � � � - �..H. - :VERIFY LOCATI0�15 C�F_ Pi�DS dc PIERS #4/60 EXTEND 12" MIN. INTO � � � � ` � NTS MAX ' a � ,��������r, ° " ' (. MINIMUM d'`�E�`OR� ST�PPING� AT ANY DIRECTiON CHkNGE_ iN WALL ` � � CAP AND 24 MIN. INTO WALL. ������� ���iii�� =`�;�.' . ° r , . , � ° FOR FOOTER STEPD�WN , a MiN. 3 Al` EACH CAP. \`,..�o�p,o�,R Ec�s�.��,�' �a�`�, ', - ` ' �� .1;. PADS .18" SQ: TNRU 22"..'SQ. ARE 7 1�2" THK. , � ' PADS 24" SQ. 7HRU 34" SQ. AaE 9 1 2" THK. ` FND. WALL ; o ;o� '���;F : �' . " - - - . _ , � � ' I'AbS'� 36 SQ. THRU 54 SQ. ARE •11 1/2 THK. � � - :� ��� � » �� +. � CONC. CAP = c� . ` f � � ' ' ALL PADS TO B� REINFORCEp WITH '��l/,60 REBAR. � -� -'°-"- - _ ; 2871 � = � � d M I #4/60 Cs� 12" O.C. �� �•. � •' ��� - , ' ' - < < ` . t 2" O.C. '�A�H WAX, (MINIMUM 2-BARS EACH�WAY) ` t ' � ` - ` � � - � , � - ° INSTALLED 3" fROM 84T.1'OM-�OF"' PAD.� - - ' j PER � EACH WAY. �' F • '� C���•��� '� � ' .....• } - � , ` � ° ' � - � ' V � ' PLAN � MIN. 3 EACH WAY �''�i,ss�ONA1.�����`��� ".,`'� ' " ."' K.,� � 1/2'.` DIA. x 10" L4NG QNCHOR 80LT5 AT 4' O.C., MIN, 2-PER PLATE� MtN 12" �ROM PLATE ENDS -`"` ������i�i�� a � , � ,` ` � a � � ° i:-� , , � . -L.,, �H0121ZONTAL�{2EIN�'�,f3,CE , �NT - VEF�TICAL REINFORCEM�j a . ,. . , �",,�� � � � �- _ FOR WALI NEIGHTS: , . � � � _ , ° FOR� WALL NEIGHTS: - , ; 4 ; � �: m' £ ` `, ^ S' OR L�SS -- '�V4 �4 f 60' e ..4' OR LESS --' 60" ON CENTER � � r , � � '; 3•-�1,� T��^4' `-,_- TNRE� �a/fi0, , , . 4�-1» TO 6� -- 48» ON CENT�R ! . q _ X ENG. 8Y: ° - - �� d'=t"•T O $' -- F o u R, �4/s o �� 4 � - s -t T o s -- 3 s O N C E N T E R � N � W A L L C A P D E T A I L T. G O D F R E Y � = � � ' � ' - . � 8'-1" `TO 10' -= FIY� #4/6p r , - �. 8'_-1" TO 10' =- 24" ON CENTER �.� r ' NTS. {` �},- - , , � _ `. _ - � • �„ , � . , ., � M ' ° ;j-`--�—„- DRAWN BY: . ; . � 10 -1 TO 1Z ,-n_SIX �4�8Q � - � ,: a0 =1 TO 12 -- 18 ON CEN7ER � ' , a a � � COLUMN DJM � RWO i � 4 Q � °� PER PLAN � ` - °- �PLACE ONE $AR 3 F'ROM THE '70� OF CONCRETE, , e , �','�; a ' � ,�r� " � �ON� BAR 3"� FROM 80TTOt� OF, CONCRETE, �" ' ' �ad '` o - °` � E EI�LY(SPACED60 DATE DRAWN: � , , ^ � ; , ANR �?N� REMAINDER APPROXIMATEI.Y EQUAL,LY � • _ ! � ,a 4 f ` , �. ; y �. SPACEd IN B�TWEEN 'fQP ANO_ BOTTOM BARS. _ ,. � ' ` ; a9 i „ COLUMN BASE t�. '� g g SOLIQ BLOCKING REQUIRED STARTING 3 FaoM � � � FLOOR'JOIST � _ < � PER PLAN M. � ly PLACE�OF VERTICAL STEEL S7UBBED FROK� FOO7ING, PR01[IDE A � (REF. PLAN) � OVER ALL SUPPORTS 6 END OF WALL PROJEGT NUMBER: �, -y y„ r 1 i l2"� WIDE x 1" DE�P KEYWAY AT CENTER OF FOOTING FOR WALLS UP TO ' I ° ° ° a < , �� (2) 5/8"d BOLTS 9 9-�3 7 4 ,' , '$'--0". F'OR WALLS OVER 8'-0", KEYWAY SHALL �E 3" WIDE x 1" DEEP. � FLOOR BEAM (REF. Pl1�N) HORIZ. REINF. , ai o , a � �NOTE (TYP U.O.N.) `�n-v,�;' } ' ' ` - � _ , STEEL COLUMN � ;"� PER NOTE 5-L i a l� ,, a � � � HEIGHT TODBE W THINO�2TEF OM �TOP FINISHEQ DE ° • _ � S�E BASEMENT� PL�4N fOR WINQOW AND OOOR LOCATIONS, 9RICK LEDGE LOCATIONS W/ SADDLE OR FULL VdIDTH ; i . i � a i OF FNn. WALL WITH HORIZONTAL STL. REVISION: � £', , , &. F'AT10 SLAB,'LC�CATIONS` " ` � � BEARING t1NDER FLOOR BEAM � � ; �;c � g —, -;�----, - d , , T1ED TO TL. 1N 1NTERSECTING FND. ; Z { , 4 • � � � ' (REF. PLAN FOR SIZE) ' � { �, ° ° a q 4 j WALL 24" MIN. AND PtJ�CE 4,VERTICAL � -' ' ' � '-----°------ ,•� . : . NOT�.�8t111.DE�t HASr BEEN .INFORMED OF THE, RISK OF SLAS-ON-GRADE MOVEMENT DUE TO � r ; ' . '� �� EXPANSIV�/CONSOLIDATING SOIL AND ACCEPTS THESE RISKS - - - � ��� ' � a Q � STL. EYENLY SPACED �BEGINNING 3" � ' ' ;� ` ' •, --__T+� , � ° � FROM END OF WALL. '° � a • 2•-------- 1f . ? ' . ` - . ..� � _ ` Qf B d { � • � ! • 4r _����_��������..� ,. � DESIGN -SOIL: INTER-MOUNtAlN ,ENG.' REPORT �97-0150 � - � ; ' ' � ° . - dd a i „ i • + 3.---------- � f _M_.. Y ', � �' ' > ' 3 2,000 w PSF MAXIMUM BEARING CAPACITY " ` ' � � � I VERT. REINF! � . t (4) #�4/60 MIN � 24 O.C. Q• s a . : � � __ � .- - �-- '=1. ' • ` � ' _ . , ' f � PER NOTE 5-L I - � ° a o i HORIZ. STL. TO BE T1ED Z �, 4 CONC. PAD PER PLAN -- --°---�""- � '"' 4•--------------- '� � � y "` t ' 4" CONG SLAB � � 1/2" EXPANSION MATERIAL. ' � , r ° °C (NTO INTERSECTING WALL � � REINF. W/ 4 5 60 � . Op�N HOL£ INSP�CTION 'REQUIRED . • j � f' � � tA ' ` • • • � ( ) # / �;� ' f � a �, i�"' °T� i � � a a� � ° ! � � � � • °+ � �• a : � FULL LENGTH (1 REBAR 4 8 ---��- 4:0^v ' � ' ;' - PF210R �T4 SETTING F0071NG FpRMS - � € . , , x . _ . ^ , tl , �, I � ° 4 � , - , � EACN CORNER) / -� � . , , � - . W � � t � 1d 4 a ° FOOTING � 1 a� a , i �,� , � , � , , � � ` � � . , • , , • • • , � � � �3�40 STIRRUPS � ' •s • � '. ' � � - ' � ' . - - °� 4 CONCRETE PAD � �'�R ��N I_� _ , d j � 12" O.C. � ' 4+ CONC. PAD TO SHEET NUMBER: , ,r ' _, � , j - � - REINFORCING PER SiZE PER ('LAN - � _ 4 —� ° � • � - � .• . , � , . . . . NOTE 5-J ` , - -i� a a a 4 BEAR ON UNDISTURBED r ` ; , ' - � - _ , _ ' _ � = a �� a � , a ° 4� , NATURAL SOIL � . �E_ . , - � � . "� v . � , , � 4 � ' � � , �� , ' ' ' ` � ` � . � . INT RiOR 0 ' � . � � - � � tl E C LUMN DETAIL COUNTERFORT WALL DETAiI. EXTERIQR PAD DETAIL �' '_,' - . " _ . , ' _ - - ' N.T.S. , � ' . � N.T.S. N.T.S �� � . < � � � _ _ _ � ` y �, ,�t k - ' . , , R� � 5 � ` � E ' ' + + ' ' �� ` 1 - ^' e � ' y a,d� p*��^'�� ,s�N'4.-i` L„ ' ' � `4 ' J ` r r_` , � ' - "� ^ , t � ` » ' ` , .- ' y � � µ ' ^ ,��°' , ' � > ` . � < � ' � f, ''.,wh�'"`� �.,� ov.� � � ` � � � , ,. ' . � . %, �� r v. �-. " � , ` ^ ' o ' ' ^ " - ' - , � ' ` , _ ° . , � .. � ' ' ' G ' ' ' . . - . .. , . u ._ � ^ . � , r .,r ., , . - ' '` " � 4 ' ' � - , ... �� _ . . � , , , . � . , ' � _ e -.-,__..� .. ..... ,.�...�.._._ ,. .. , � V _ T � . ____ ; �.. � , , _ � � . - , , � � � � • � � ' , a � , � � � - � , ' FRA�I,N..G NOTES , - ' � ,n • ' �� . � A 1: FRAMING LUMBER: � O ° � 0 � �} ` , ,� A: FLOOR TO BE ENGINE�RED "I" JOIST (SEE ENGINEERED E'RAMING PLAN SUPPLIEO BY Q �t � � y` . - , MANUFACTURER FOR FINAL SIZE AND SPACING) INSTALLED PER �tANUFACTURERS � (� }" � rn � � - ' SPECIfICAT10NS. SEE MANUF. MANUAL fOR REQUIRED BLOCKING, FILLERS dc NAILING � O I N ' REQUIREMEN75 8c UIRGER. _ --� op � B: ALL DIMENSIONAI. FRAMING LUI�BER SHALL BE HE�A-FIR�2 OR BETTER� 2X4 STUDS �c ' O � d� ' _ PLATES SHALL BE HEM-FIR "STUD GRADE" OR BETTER o t!) V � •- ° ° - 2: LVL 9EAMS TO BE INSTALLED PER MANUfACTURES REQUIREMENTS p � ' 3: AlL HEADERS, TO B� (2) 2x10'S UNLESS NOTEO OTHERWISE � � Y r-� 4: PROVIDE (2) 2x4'S OR (2) 2x6'S MINIMUM A7 EACH END OF HEADERS AND BEAMS = U O p M UNLESS NOTED OTHERWtSE. � � O � M p +°. � 5: SOLID BLOCKING AT ALL BEARING POINTS dc FILL AREA LARGER THAN (2) 2x4'S �/ � � �M ' 6: PROVIDE RIM JOISTS AT END 4F ALL FLOOR JOISTS U.N.O. O `-� ' 7: ALL METAL CONNECTIONS TO BE "SIMPSON" STRONG TIE OR EqUAL O Z W Z X , � 8: ALL EXTERIOR SHEATHING TO BE 7/16° O.S.B. OR EQUIVAIENT IJ- , 9: ALL EXTERIOR WALLS TO BE FRAMED AT 16"O.C. WITH DOUBLE TOP PLATE AND SINGLE _I `' N � a BOITOM PLATE. p O N U � �'- ' 10: AL! INTERIOR BEARING WALLS TO BE FRAMED AT 16 O.C. WITH DOUBLE TOP PLATE & '- . � SINGLE PLATE ' � 11: ALL INTERIOR NON-BEARING WALLS TO BE FRAMED AT 16" O.C. WITH SINGLE BOTTOM 2X10 P.T. LEDGER 2 1�2�� X 12" GLB. U AND TOP PLATE. ATTACH W/ (2) 1/2" DIA. CONT. 2-SPAN 12: FRAMER RESPONSIBLE FOR MISSING PLUMBING dc HEATING RUNS 13: MULTIPLE MEMBER ATTACHMENT EXP. BOLTS �16" O.C. ° „ 2 MEMBERS - GLUE & NAIL W/ (4) 10d NAILS O 16" O.C. 6 3/4�� X 12�� GLB. , � 3 MEMBERS - GLUE dc BOt7 W/ 1/2"t� BOLT O 16" O.C. STAGGERED ` 4 �AEMBERS - GLUE & BOLt W/ (2) 1/2"ss BOLT O 16" O.C. rn � . • (TYP. U.O.N.) `b 4� � � ^ ` 14: NON-LOAD BEARING WALLS OVER 14FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH � 't �- � '�" � . � ap 2x6 STUDS � p� � � � � r- -- ; , ` ' 15: LOAD BEARING WAILS-OVER TEN FT. UNSUPPORTED HEIGHT TO BE FRAMED WITH _ Q QO QO = �p � Y� 2xs 57u�s CANIILEVERED ;-- - ------- - - - - - ------ - --_ U o0 00 � ` � O O � 16: JOIST HANGER JOISTS ' . SINGLE 11-7/8"X 1-1/2" °I" JOIST-ITT211.88 � -� � DOUBLE 11-7 s" x t-� 2" "�" JOIST-M�T21t.as-2 � � 2X10 P.T. LEDGER � � � _ � Q M M ,_ - SINGLE 1 t-7f8" X t-3f4" "I" JOIST -ITT11.88 ��_ DOUBLE 1 i-7/8" X 1-3/4" "I" JOISTS-MIT411.88 ATTACH W/ (2) 1/2�� DI A. ��- ��'� Z .. ; _ � 17: CARRY ALL POINT LOADS CONTINUOUS TO FOUNDATION. EXP. BOLTS �16�� O.C. ; - _ _ Q� Z = xQ ; � 2X10 DP - �- a `'- ; � . - 2 � 16" 0.C. I � _ Q _.I J _I J � M ' � � � � � `d' a - • � � � � � C� o � , ° � � � � ; o I - - a , � (_ *- (_ �' � '� � � ' i-. � r� � � � � � � Q � � t � LJi � � � I..--�� � lJi � � O � W V � - (1) 11 7/8" M 2X12 P.T. LEDGER ,� O N w M ,- - FLUSH A T T A C H W/ (2) 1�2 D I A o > o � � (2) 2X4 MIT411.88 EXP. BOLTS � 16' 0 C. o o � � W/CC44 . J � L J L �,c�� �o , , - �O'�� FLUSH 7/$' ML 2) 2X10 DR. O\P,� G�� \P � ° �l 2�,6 �'4� ti q � 5 ,, 0 5 � ` . 2k6 c��\��`�SCyAo -- �PO, - ------- - -- -- - --- - -- - -- ---- - ---- _ �P�, � _ '�n� s� � 3 9 1 2" M L. `6 1� � Z (3) 11 7/8" ML. - W 10X19 FLUSH HDR. ti �,��° ---- - - - --- ----- - - -- ---- - (3) 11 7/8" ML 0 � .. HDR. ' - , ��1 � (2) 11 7/8" ML. 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