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HomeMy WebLinkAboutB14-0476 plans approved � � � ! � � � � � ����F,� `�� Lf'� 1`�- � � 0(7 � _ ,� � � (3? � � C.� � � ; � o �- S . . � c�v � _ ,-� ;v � a � ; � � � S3 { � � Q � � �Ef�ERA1� N�JTE�: . . ; � DIRECTC�RY. PRC}JECT DATA. DRAWING IRIDEX � _ ___ __ ___ _ _ _ ___ _ _ , 1. D4 NQT SCALE DRAWINGS. OWNER REPRESENTATIVE � .� PACO M EZA GODE: S U RVE�Y � 2. VERIFY A�L DIMENSIt3NS, CC3NDITIC�NS, ANQ UT(LiTY l.C}CATI4NS PRiQR TQ BEGINNING ANY - -- - ` INTERNATIONAL RESIDENTIAL Gt�DE 2Q12 -� : 34(}2 McFARLIN BLVG. SUITE 214 1:2C? EXISTING TUPUCRAF'HIG Sl1RVEY ' WURK C}R ORDERING ANY MATERIALS. NC)TIFY ARGHITECT 0►F ANY Ct}NFLICTS QR Z(JNING; '' k y DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. DALLAS, TX 752fJ5 i � ; PN. 214.7�i3.6337 TWO FAMlLY RESIDENTIA� SITE �' 3. AREAS C►F GUNFLICT� QR DISCREPANCIES MUST BE FUL�Y RE�Q�VED WITH WRITTEN C�GGUPANCY CLASSIFIGATIC?N: "�` ; APPRC}VAL FRC}M THE ARGHITEGTS BEFfJ1�E GONSTRUGT(ON GQNTINUES IN THESE PARTICULAR CENERAL. C(31�TRACTC}R TYPE R DIV.3 � � AREAS. ULF & ASSQ►C., �LC A O.'� 1:10 SITE PLAN �� � � �� � °A 97 MAlN ST. SUITE 30� SETBACKS: A Q,2 BASEMENT DEDUGTION � 4. PLAN DIMENSIQNS ARE TO FACE (�F STtJD CENTERLINE OF STEEL LQG STUD CQLUMNS OR ' , � � x ' ' ' , PQ B(JX 5Q9 24' FRt�NT /� Q,� �/s° GRFA CALCULATIU{�S ��� �- � ��°� FACE (JF CONCRETE UNLESS tJTHERW[SE NOTEQ. SECTIt?N AND ELEVATION DIMENSIQN�ARE b Tt� TC7P {JF CONCRETE, T+C�P' t�F PLYWQCJQ, C}R TOP QF WAL� PLATES OR BEAMS UN�ES� EDWARDS, CU 81632 15' SIDE ; , � Q 7 H E R W I S E N C}T E D. P H. 9 7 0.�2 6.7 2 Q t} F K. 9 7 0.9 2 8.4 9 5 5 1 5' R E A R ; � � � � ��" p G(JNTAGT: CARL BRUGGEMAN AR�H ITE�TU RAL i ' � 3 {� 5. F'R Q V I D E A�L N E C E S S A R Y B I.O C K I N G I N S T U d W A L�S A N D C E I L I N G S. L Q C A T I O N S I N C L U D E ' ' �- B U T A R E N t J T L I M f T E D T t� G E I L I N G A N D W A L L N f O U N T E D F I X T U R E S T C}I L E T S, T O I�E T BUILDING HEIGMT: ~ T � r ; A C C E S S O R I E S, C A B l N E T R Y, C C?U NTE RT C JP S, SHEL.VE S, CL Q SET R O[?S AND FA�SE BEAMS. PURE DES[GN STUDIO 3 3' S L C}P E D R t,�C�F S [) 1 ,� 1/4" D E M O L O W E R L E V E L. F L O t�R P L A N ' ' � Po Box ��7 ; t� 3 0' F L A T R O t�F S p 1 ,� 1/4" DEMO MAIN LEVEL F1.4t�R PLA�1 ' � � - 6, REFER Tt} FLOt?R PLANS FC)R De}OR LOCATIC)N�. REFER TO DtJt}R SGHEQULE F(�R DQQR WOLCC)TT, CC} 81655 r '� TYPES. PH. 970.470.1222 FX. 97Q.926.9C178 /�, � .1 1/4" LQWER �EVEL FLtJC}R PLAN �.�. ; millie@pured�sign-studia.com la � .2 �/�11 MAIN �EVE� FLC}OR PLAN ` � 7. REFER TQ FLC}E�R PLAf�S F�'JR WINDOW �OGATIUNS. REFER TU WINDt7W SCHEDULE FUR C(�NTACT: ,� i ' � W I N D C�W T Y P E S. MILL.IE AL�DRlCH A 1 .� 1/4 R O t�F P L A N : t /� �.� 1l4° ELEVATIQNS (EXiSTING 1 PROPOSEd) f _ . _ _ _ _. ' 8. C{,�C?F�DINATE AL� ELECTRICAL AND MECHANIGAL FIXTURES TQ FIT WITMIN CEIL{NG FLOQR AND � . WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FFtOM DRAWiNGS. STRUCTURAL EIVGINEER /� �,� 1J4" E�EVATI{�NS (EXI�TINC i PROPOSED) ; , � KRM CONSULTANTS, INC. � � A �,� 1/4" ELEVATIC�N� (EXISTING 1 PROPtJSED} � 9. 1N THE EVENT THAT ADD[TIQNAL DETAILS C?R GUtDANCE 1� NEEDED BY THE C(�NTRACTaR FUR PC� B4X 4572 ; < CONSTRUCTIQN tJ�`ANY ASPECT t)F THE PROJECT, THEY SHAL.L IMMEDIATELY NC3TIFY THE VA1L, CC� 8165$ ,� 2,4. 1/4" ELEVATIQN� (EXISTING 1 PRqPC)SED} " ; � AR�HITECT. FAIL.URE TC7 G1VE 1 Q QAY t�C3TiCE TC? ARCHITEGT SHAL� NQT Ct�NSTITUTE A DELAY IN PH. 9�4.949.9391 A �,,1 1/4° SECTItJN J DETAILS �' � ° THE PRC}JEGT. FX. 97Q.949,1577 ; � tim�krmconsultants.cam A 4.1 �►��'� ����"�o� I a��'/��t�� � ; : 1 Q. THE GENERAL CONTRACT(�R SHALL BE RESRQNSIBLE FC}R SATISFYING ALL.APPLICABLE CQNTACT: TIM HERINUM A �,"� WINDC}W SCHEDULES ; ; CC)DES AND QBTAINING AL.L PERMfTS ANQ REQUlRED AE�PRC)VA�S. THIS PRUJECT IS GC}VERNEQ ■ '� �Y THE lNTERNATIQNAL Bt11LDl�IG CODE AND THE INTERNATIONA� RESIDENTIAL GODE. }� �,� WINDOW SCHEDl1LE� € �p+ �, SURVEYC3R , i_�,.r C{�MPLIANCE IS MANDATC3RY. THE �(3NSTRUGTIO�1 DOCUMENTS SHALL NOT PERMIT WORK THAT � ;� � � C�OE� NOT GONFQRM TQ ALL. REL�VANT �t�DES INGLUDING TNE 1BC AND THE IRC AND AL� LpCAL ��RE RANGE SURVEYIN,�`„� LLC "��' TRUGTURAL �: ; � � C� � AND REG�t�NAt� �C7QE�. 95� S FRC►NTA�E f�D. W #106 ___ _. ____ _ __ . ---- � � VAI L, CO $1 fi57 57Q9 � ; 11. THE GENERAL CC}NTRAGTUR ANQ SUBGC}NTRACT(JR� SHALL FIELD Ct�4RD1NATE ANQ OBTAIN �g7Q� 47g_ggggP �1 GENERAL I�OTES W � � � °°� APPRt?VA�S FRQIVI THE ARGHITEGT/ENGlNEER BEFC3RE ANY GUTfING, NOTGHING, QR DR1�LfNG 1/4" FCJUNDATION ' � CO�NTACT: SAMUEL EGKER �� � ,� C� ; C}F ANY CAST-IN-PLAGE CC.}NCRETE, STRUGTURA� FRAMING, 4R ANY QTHER STRUGTURAL 4 � Q ELEMENTS WHICH MAY AFFECT THE �TRUCTURA� IhJTEGRITY (�F THE C4NSTRUCTIf3N. S� 1/4" MAIN LEVEL FRAMlNG .�.�.�I Cf� � j� ` �iq. 1/4" RC�C3F FRAMI NG ` ' "'� �` � � � ; 12. THE GENERA� CONTRACTC)R SHALL VERIFY ALL EXISTING GRADE� AND SCALE QUT TNE �, Q CI� --� r BUI�.DING FQC3TPRINT F�R OW�1�R AND AF�GHITECT APPRC)VAL PRIOR TO BEGINNING ANY SITE ; � � j � r W(JRK. ; � � ' r � 4 � � i I � , f ' � � � 13, THE (�WNER HAS BEE�J AQVISED THAT DUE TQ HARSH WINTER CCINDITIONS, RtJUF AND DECK � ; � � � ,� " S U R F A C E S M U S T B E M A I N T A I N E D R E A S Q N A B L.Y F R E E C J F I C E A N D S N O W T O E N S U R E M I N I N I A L ' � ""�„ W �„ � PRC?B�.EMS Wf7H THESE SURFACES. � ' ; ""�� '�C GC ' ; (� " CC 14. SUBSTITUTIC7NS OF °EQUAL° PRtJDUGT� WI�L BE AG�EPTABLE WITH ARCHITECT'S V1tRIT1'EN �'��� ��"�"Y ��A�; ; m t� * � � APPRC7VAL. IT IS THE GEN�RA� CONTRACTUR`S RE�PQNSIBILITY TO PROVIDE EV}C7ENCE THAT ; ; � � THE PRClPC}SED SUB�STITUTIQhI IS EGtUAL?{J THE PR�DUCT SPECIFIED, ' � ;� ; :,;; � ' � ���� , �; ����� � �k ��� �.� �,����� ""�.'.` n �.� .. _ ' :: � , �`� _ � : ;, : �\..:.: J 15. IT IS THE INTENT AND MEANIN F THE E D MENT TNAT T E . z�� :;:: `�� .;.:, ; . ; '; ;;. . „ '; , � ��,. G C} S� 4GU S H GENERAL. CONTRACTC?R .. . `: . ����,...:. ....,.., : ��� .. � , :,., �;au. �. _:.. .�., �. ����.��s �� .:,, : , ' , , . , ��� �� .,.,. AND EA�H SUBCC3NTRACT�R PRQVIDE AL.L tABC}R, MATERIA�S TRANSPC1RTATIQN, SUPPLlES, _��,�a�, �;: . . _ . ' . � ;: r ; : . ° „ , ' ' : . �, � ;.. �"' „ �,����. ^ .,. ..... � ����`� �<.> ' �>.� ��.� ''��..,\�. �� '' . ; EQUIPMENT ETC. TO QBTAIN A GOMPLETE JOE3 WVlTNIN THE REC{�GNIZED �TANpARDS t�F THE _ -. . . ..,. : : : ' ' ; . ` � '' ! ' 4 ��,:, �.g�., , �. . ...;: , . , ; ������� ���� �Y M B C�L�. � , I Q Y � } �., ��3 ; � N U�TRY. . : . .. , m;�� ��� , �; r , � < � _`�_�. . `� �� � . � � ! , . ;. . ��� ,.. � � , , ... ;f _ \ �� 3 , ���� � . , ..,:; ' :. . r- ,� : , _ �� , �� � ; , �--- ?.w..� $ ,.:, ::: �� � _, _ . ��. `�, , '. ... `. , � � "�� ; . . , �� . . : .` . � �`�� � , � . , � � � .:,. ..� , ,: . . %�,��� �. :,.�,'3 .` 't,,...e�..��-;.m.'9�._ �. ' � n . , ' . . ,:�� . . .,:......`,...... . . '� 5 ;.,��:�CV �� i % ��. � ,:: . . _ .... ; ,.:.:_�..,: .....,.. \\\'QU�D" ... :,,. ' ..�. ' . . . . ..:.. ... , �. .:....:. � \ �:.:: ' . . . ...... . � �... .......... �a .. : . . . :... �. :....:.... .......:::. .....::. '.'..:.:\.�}:: ..A�":t.. �..���� i . .... . .. � . .::� :...... ..� �� ... .. . . .. . . .. ... . .. 5 ..... ;'._,,. �. ,^;r u.> s ?, .F^..,,:.>. . ....�.�.�:.'_ . � .. ... ..... . � . ... . � - ..;:..:.: avh,. ',v.: . . ...::.... '\:< .: � ...::.,:::�,L::: ;\:.:. .. �..:..-.�: , : �.. .... . 4 r. 2 a .. .� :�a'..�. .. . ....... . . .... � .. .. ,.. , ::'; :, :,�.: .i::. .,: �:...r.-..,a.,...,.. ..::::.:. ....... ,... . . ... . � � ; i ,. .., - ,_. ,. 3 1 i . .. . .. . 16. ALL �t}NSTRU�TIt7N IS TC? F!T W(THIN THE BUIE.DING ENVELt�PE AND t�R �UTS{DE SETBAGKS �. ., �\ ._ .., . .::,...��,... :..... .. .. . , ,. r,� . . � z ,V / � ;� ..� \��. ,,.. _>. , .� v �. �. ������ `.. .. � :> .. . ..:: r...::. ... , . :, . .:. .. ,�`� ,: ��_:� :, � � , , ., � a P ,�i � : . � :.. .. �U�i.\,... �\� .::::\b.> ..: ...,.. ..:s:. ....;:..>... . ..:.::�:, .� '.�: '; . .�'. '..� � ..:: \ ' �. . ,�`�'�.. <.�:. a:�,.::�``�. �.. .....:::....../. ....,.,:.:: ��:� .. � ._..� .... , ........... ,_ ��......, , 1 � . .. .. ., ...�. �.� , .:.�.,.'�t�: .... :>.; ... ... .,.., ;; ... A4.1A ; :�w. , .. . ,..� , ..:. , \ �� . ., : .., � :. .. ,. .,.:. . . �. :. �,_ ,._ ..,, ..,......_._..... . A4. __ , � � ,:� � ,.», _ ,,. .,: , . :,,y., ,. ��. Od , , .. ��. : .� _.. ; ; � \\. . ,,.� . ,.,:.:r.. .: . . . . :,. ,,.,,. . _ .. � _:,.:... ,,. .,.. . :,.: I , . ., .. � �. * :,,...,,., ... ,, �. � . , � .��� , _..,. ., _ . .. �� _ ...,.. , - ,; ,:,.., . . .... . . ., . ., �. ..,.., .. .: , .. � .> WITHOUT CREATING EASEMENTS, NC}TIFY AFt HITE T IMM DIA EL Y ,.,,����`� .. �. _ ..� � . �: C C E T Y QF AN DI�CREPANGIES. �,:. .. . ��``� .:. -. r 4 ��, ��� - _ � �� , '4 : � v., ,��� ,.�. : �. � _, � � � � �,: _... � � � ���\ � �\ ; . . , .,� ti. . > � .. �..h���_..�.. .._..,.:. < .. � ::. , ,. �. ,: .. � \ - � ____ / �....._ . � _ .n . ��� : >»,��.» .. .. ,:�. r � .., a�� .. <:. .<<. ._ . ; !_.�',... , „:�...,. , �� ., ,.. ��� ���� ,. ,, .... ,�����.� _ ,_.,F .�.�_.. �., . �..: �.% ���������,\\��``\�\ .,.. .,o� ,, ,� �. ���.�-L F. �..>,� ��� �. � >>.�' " � {� ' ` ''�� '`y ,� � ...' '`::.. ,� ;.,., ., t . , , _., „ ...::,: _ ' ' . ....... � : :,:�.�, ..,.. . ..r . ,. .,,,,.... M......:. : �,..�. : . . r � ; �� ;:#. � ...:... . ..:. t .,,. .. . . .. .. �,�..�.. � .... . ....,`, . .:;:,a? ..�.�,...:. . �::r"� !��. ::�'.` :. h. ...._... .. . , K...:... . .>.�:. ..,....�' .., ..;::... . ,.. .. .$� :::.`... ' .� ' '°^.-.._..`�- , _ ..,. . . ...,..��. ._.�... ,...... _._ o.�...a ,.;�: ' i ; ; ;"�,F, ... _.. ,c. : __..w. . ,..._ .�. . ., � � ,.., ..:,� .�. �..e� .:f. ..:; SECTION CUT REFEREN E DETAIL AREA REFERENCE ; .k t , ,.. ..;, � .��..._ ..: , �::::.:. . , a,,a, �.:,. ,.. . ,,..,:: . .... ��w,�� ..,.<., ; C ...,. ,, . , ::Y�`i��\�.::; ,. ��£ �:: ';::,. ,.. , :: a�>.... .,: . . _. . _._.__ ,__ � .. __ _....._. �,_ ..�,.,_..�.,��.�,,.. - 17. THE GENEF�AL CONTRACTQR SHALL FlE�Q VERIFY THE LC}CATIONS QF ALL. EXISTING ;. , :: '��. : � � ; , : ,�,. ��. ,.; .. ; rr. ��,� _ _ � . .:. �..... �����.�„� �.,,, <,:. .. - ; � , � ; ,�„ ; ti = . : :. ��; < :. , ,. � .; � r ,.,,.. .... , , _ ,,:_.. > _ - ,��..., : :. . ..> ::�> ` 'a���� , `�`��z;��.�, n%. TILITIE . Al�� TI I :.�, �, ,: . .. �. U S U L TEES �HALL BE LflCATEQ TfJ MINIMIZE EXGAVATION AND VEGETATI(JN ,a. �� � � . . > . �S ,.���.:ae w _ �, ( : ,�>, �:g; ,""'�`. ;: , 7 _._�����..__. � 3. �. � . . ':� ; ,, :. �� �,::. � _ ,. � f IMPACTS TtJ THE SfTE. _: . . `> ` ��` �, �: . :� ,:� f' A3.o E�-: o,_�„ __ __ _ _ _ __ . - .,. , � , :� < < ... ..,. � . �x-:: - f .... ` . . _ _ _ _ . � � � ��q. , , j �p-- E � � , � ���y- ' .{f . n .: .. ' : ' : . + ...:. �.: .., � ,... ,. , , � " ' ` �� ` � ELEVATION REFERENCE ELEVATION SYMBOL ' �y 18. THE GENERAL CQNTRA�TC}R SHALL MINIMIZE THE LIMITS t3F EXCAVATlC}N AND TAKE �� < { � R R (� J E C T . O�C}3 .. . . .. . , ,". ,, � � ' f ADEQUATE MEASURES TC} PRQTECT AL�VEGETATIQN BE�'QND THE LlMITS QF EXGAVATIQN. ALL . , . a.. .�����. "�:... • d�.�$.�� � �� � � �.��� � � � DATE . �� � .. ,. ..... � . AREA� t7F DISTURBAN�E SHALL BE RE-VEGETATED T�} �LEND WITH THE Nt7N-DISTURBED � ' ' ' � , � >; A4.1A A-2. LAND�CAPE EXCAVATIC)N. ALL AREAS OF aISTURBANGE �HALL �E RE-VEGETATED T{) BLEND ��= R E V i S I O N S : * � ���--� WITH THE f�C?N-DISTURBED LA�IDSCAPE, , � `; DETAI�CUT REFERENCE LARCaE AREA dETAIL REFERENCE i ' ( � ��� � � .�}�.�� !J .. . : ��R�niT 1�.�a�� 1 . THE IL. E T 1 ' � 9 SC1 S R Pt7�R S AVAILABLE FRC�M QWNER S SOILS ENGINEER. 1 tzt3t12ow � PRICING 4.25.14 � .; �; i ; _ � ��� �a.�.14 t 2 . ENERAL ' , t} G CONTRACT(3R SHAL�VERIFY ALl.SITE DEVE�tJPMENT WITH LANDSCAPE ' ` ` ` ,� � � < , : � . REVis�orv c�ouo PERM IT 11 .18.�4 GC}NSTRU�TION DQCUMENTS. . � _ a�visior�sv�nBO� ; j � / ; ; = 21. GENERAL. CQNTRA�TQR SHALL. SUBMIT AN ITEMIZED GANTT' CNART PRQJECT SCHEDU�E F(�R PRt�JECT �OCATIC?�I _ .. _____ ___-----____.__!,` � � � ; C4NSTRU�TIQN GC}�}STRUCTIQN �TAFtT DATE AND FINISH QATE. THE SCHEDULE SHA(�L BE ; ; � UPDATED EVERY TWO WEEKS F�R OWNER T(� REVIEW. GENEf�L CpNTRACTO!R SHALL.VERIFY � ` � - _ --. _ . _ _. GRID BUBBLE MATERIAL TAG ' f _ � LEAQ TIMES C�F AL� PRODUCT� AND MATERIAL,S WITHIN CERTAIN AMOUNT OF T{ME C7F i Gt3NSTRUGTICIN �TART AND MC?DIFY SGHEDU�E ACC{JRDING�Y. ANY PRQDUCTS {JR MATERIALS �C�VER SHEET WITH Lt)NG LEAD TIMES TMAT SlCNIFIGANTLY AFFECT THE PRUJECT SCHEDULE SHALL BE � ' i ' BRC}UGHT TCJ THE ARGHITEGT'S ATTENTIC►N IMMEDIATE�Y. � � :� � � ■ � t �.����,w. � , .. . S S P } : VAI L GOLFCaU R SE TOW�J H OM ES � FOUND PLAIN No. 5 REBAR � S89°23'41 i3E - 128.Oaf ELEV. = az�s.s° � e 53.13' ��� � ?4.87 �s2ss.s � � FOUND No. 5 REBAR WITH '`�., �S � t„► " a P�ASTIC CAP l�f$261. g 5 '`^r.., t�,��r� `�, � �� ` ELEV. = 5253.5' ____ ___-. ----�t 8261.7 INDICATES AN ` � 8260.��. ---- -�- '� + ASPEN TREE � ��y ��B�Sp � � � `�'� � ��r0� a1 (0.7 - 1.0 DlA.) � ��'r � � ��~'�, � � , 82 � �"�'". �' �� ,�,�- °°"--..,,, � � ti`��;� Y N83'39'28"E 577�3 °- � „ �� � � �,� a . 11.14, 7� �2z � EDGE OF �t 8262.6 �" t,�"� � � R 8 ASPNALT DRIVE 8262.3 `� ' .. . � ,� \\ �.�4' i � . ! , ��'*Y Sf'�.�+ �Nf� r� $262.5�,,,.•- '° �._. � �2.�' n} �'�� �� � � �,• � �Z �' �2 ��� ` ti! `��' -► . �t o ��fJ f o�� � GARAGE E�. OUTL.iNE OF 6.2' 8262.8 ! I .�? t �o� � - 8262.8 DUPLEX STRUCTURE 8262.3 � •, f '� i �A r-�I � 2�� � �� ° :�' � � f / l�8262.7 � � �E 8262.6 � € • � �($26�.7 " (� '� g3,2 q..2' ENTRY EL $2 �j �� GRAPHZC SCALE `'�'' _..�. ssrrT'z3°��`���z� � 82fi3 v s2s�.4' � � �: ' __� n qp " j' + � LVT I G7 �� I� �a o s io 2o ao � � � � -� 0.109 AGRES � �.� �``,�. ti.J � t'' 16288 GO�F TERRACE g �- Lt�T 2 ° ' �� � � ���T � � � � �t 8263.4 s262.s �i ACGESS f -�'° .�'� �'r � 1 ineh = 10 ft. �"'�y � � EASEMENT g"W :.-�'�g�.,.-� -- � ° � g�s'�r1 �� �j r� � S�7�4-�i 5 � � �+ � .-- �..,., �.r'"� , .r.---� � 3�8265.1 �► }...� ',✓ � r • 8263.89 , g�j.1r _ �--° y' � � � � �,2�;d� �C 49.6 ` �`�G� ���y-Y 82^.---�' � � � �,3��4�� � TIE WA�L . �.-- ' ' `z.�� E....1 � i 5�9 PLANTER . -�''" �� �, �" BOUNQARY BETWEEN � -'"" 2gg,p � :; NS�,:�,.�"'� �OTS 1 A & 1 B � � � S ps�`O� s2s4.s5-� �. 4� �� �E 8267.2 � �Y� F✓ � �, 8266.1 �, M � � , �,5. ....- 1� _,,�1 � � , 1 15.5 w SZ66.0 ...-�--�'""'..--...--°=�8267.1 � '``�y � rfi� -,� GARAGE EL. ELEV. = 8265.1 ir o,� f ,.... .- � � w ! -�' `� OC? . � N = 8264.9 , pp,-�10 8266.2 ..-. ��4-"'"'""� �_ 2ND LEVEL � � � a •� � � ,.---�'�` � .. 59•4 ��cK � � e- �, � ,.._� � � � x szs4.s, ..- - ,�„�.�, rjg �8268.a ,- .� � � � , : � � ���� �-1 `� � � 8284.83� 1�" . t � � a >.,� � _ a�.� �# r�-� �� ��-� i-+-i � � CONC, ��S � _ �_ f�.'- �,�,�� ���„ ,,.: � � � � ' � �� wA�� � �szs�.� �,a� �- t __---� /y� � � w .: z if-�: "" �? � � � EDGE OF x a2ss.s7 268.0 .,�,�._..�w.�. � �..,w, ��,�,�n, f W ASPHALT ORIVE � �` 268.1 x azss.aa � ` f ,n��m � : 5 � _ ..._. .�. . �.a.,.m e� � �y ` � � �, CONCRETE � � .� � ; � � � 11. STEPS � _ '�: .. .__..,�_,.., ._, M._.�__� ��..... � � � x 826a.89 � !r"�i, �•{ }%�� � � {� OUTLINE OF C� � ENTRY EL. DUPLEX STRUCTURE � = 8267.2` Z / x s2s�.sf NOTES: � r l / s2s7.s�-� 1) LOCATION QF IMPROVEMENTS SHQWN NEREON ARE BASEQ tJPON THE f,� � / � MONUMENTS FOUND MARKfNG THE PROPERTY CORNERS INDICATED HEREON. � � � LUT � A � 2) 7HE BQUNDARY DIMENSIONS, EASEMENTS AND RIGHTS �F WAY SHOWN � �i x s27o.as "827°'2$ HEREON ARE PER THE RECORD PL.AT FOR THE SUBJECT PROPERTY. � � ' f t1.478 ACRES 3) N(?TICE: ACCORDING TtJ COLORADO �AW YOU MUST COMMENCE ANY � 1628A GOLF TERRACE �,,...--� �EGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITNIN THREE � 'i YEARS AFTER YOU FIR5T OISCOVER SUCH DEFECT. IN N4 EVENT, MAY ANY a2s9.,w� • ACTION BASED UPON ANY DEFECT IN TNIS SURVEY BE Ct�MMENCED MORE � s 1 THAN TEN YEARS FRt�M 7HE DATE OF CER7IFICATIQN SHOWN HEREON. ��„.�-"' �y � �-- � CANTILEVER '� x 8268.51 , * � d , x 8271.84 � DECK , ..�.•--� o � DECK ��`3 I i MEREBY CERTI�Y THAT THIS EXHIB(T WAS PREPARED FOR PIERA DESIGN � �o " "$272.'+o SOLUTIONS TMAT IT IS NOT A LAND SURVEY PLAT AND 7HAT IT IS NOT TO � �` � �s2�s.�s BE RELIED�UPON Ft}R TNE ESTABLISHMENT {7F FENCE, BUC�DING, OR OTNER � � ' i � F'U7URE IMRROVEMENT LINES. � cq �S " , o� � � CJ ; , r` , I FURTHER CERTIFY THAT TNE IMPROVEMENTS Oh� 7HE ABOVE DESCRIBED c� � r„ ° CANTILEVER PARCEL ON THIS DA7E, 6 j24/2014, EXCEPT UTILITY GONNECTIONS, ARE � � , ,,,....--� ENTIREI,Y WITHit� THE BOUNCtARIES QF THE PARCEL, EXCEPT AS SHC}WN, z h � 23•� ��_ --`' THAT THERE ARE Nf} ENCROACHMENTS UPQN TFiE DESCRIBED PREMISES 8Y � � � , � �„_.--x sz�m.s2 IMPROVEMENTS ON ANY ADJOININ� PREMISES, EXCEPT AS INDICATE�, AND q � � • �,,.�-�-� THAT 7HERE IS NO APPARENT EVIDEhiGE OR SIGN OF ANY EASEMENT � '�, ,.�C �.--'° X$274.a� x$27a.5s CROSSING OR BURL7Et�ING ANY PA�T OF SAID PARCEL, EXCEPT AS NOTED, x s271.4�.---° �-8273.53 � pLyCy�t� �t` ��*�«,��'�,..�E��"+���� � � � ���� � x$27&.7Q �"�°�� nt; C� �. �,:e� ���3� ��� SAMUEL M. ECKER � `�-�`s,s/z4j2o�a:w '` � C4LORADO P.�.S. Na 30091 �'��,�w�k���.����.�'���'� m � ' x 8273.38 ' ����L?t��� Z :i x$274.3Q 4 � � i ; ', i ''. � ". _ ! ' 3 1 f �/AI � G�L�COURSE T�W�INC7MES � � � �___ _ __ _ _ . LIMITS 4F i DISTURBANCE LINE ' � �` � � � EDGE OF ASPHALT FQUND PLAIN No, 5 REBAR ! S � � � �'''" t,� tD Cti] t� D R I V E S 8 9°2 3'4 1 "E — 1 2 8.fl 0' E�EV. = 8256.s� . � � � � -- - - - - - � � ,� Z3 Q � � rn F4UND No. � RE��R wi� - 2 � �.� �..�2 �� ' o t� r.. LASTIC CAP Y �` INDICATES ASPEN TREE °� �. S9 _j � � � � ELEV. = 5253.5' c, w� U _ __ - '� Q.7'- 1.0'DIA. ��- "`� � �-_ _ ��--�,_ :� � ,t t � 8 �(� C� S� `�"' T c`n w _ _ `�,� _ —__�� ` � ` TREE TQ BE REMOVE _�, � � � �6'r ~�.. -f—+ '.�� � f � `�I�O� y�-- � � � , j �` �i }/_, � � � 6f p � �' _ , ,`t f � ; �STORAGE � r �//� r ri � i. ,/� { . - ��t/ �� -°�f ` V3 ;�94Q St.�. FT'�; { ' ,, � . �; �:._:,� � _�f ;i � ` � � : '� ' ' GRAPHIC SCALE ' EDGE t�F �� ` / /� ; ,�.�—� 'r '���-� � ' � �, " ' ASPHA�T DftIVE � �� � � '� � �% � � '1��;� `� � I � u � t � � .y/��/��// � f ,, , r z� � P ..r 1 10 0 6 1p 20 4Q � ; aa-o � FR(�NT f J � /� t/i � ,� ,,,,, � N7 f � �/ r n �} SETBACK ,� � i �, C3 � � ______ _ � � ��_/� � � r%r - � �� �'� ' 1��- ' � { �t �r � , � � � � �� � � �� ���' ��� � i Q,� � I SlDE _ � �._______�_ / , � ` 1 iach iQ i't. ..... � . . _ � �� l ,� � �' �f ,� � ��X . ��SETBA ' � � , , /, �� , �w;_ , �` � 1 � /� , ,, , � N� �� i / �'"'/ �,%� t G tr� p � � � � j ��� �`Cy`%`� ���l�l� � f / �� �� VEGETATIO j �,, ,f �i' � ' !/�,�,/ � ' � 1 PRQTEGTIC?N N , � � � . . _ . � � r � ��X p,� � :��t)9 h� � ` � . �� �,�� ��� � � _ � �,� T`(P. < � � � 1 � � �` � I < �� � ' � �s-''" _�; � r� � �. �` � 63 '--�----___� / , , /� ,, ...- -� `�� � '° � .:�.�_. � � � TREES TO BE � �r � i ,�`/��� '����_� �� REMOVED � , / , 0,, __-_ , �"� 1 ; „ , , � � �� t� ��� � a��.o , � �" - _ �OT 2 � 2 , . ow / �'.� -- � `; ;`-',- '� ' is�` � �� 6� 3 _ � � �-- � �'� : � —ff a c�� , { �� � � V� �FST BETWE � �tY�� �� t� �r�' � / � �'+ � �i� ���-�\ ! M �� � : � � � � � gt 1� ��'� '� •�'^ y � � �� 9�_3g�� � s / ������� ."' � l � i ��, � \ � // // / TREES Tt? BE ; � � �,,y�y J/ � �Y � /� �j / � �w ��• ���� / � � � � \M/ ..J-----" -„" � � � Q H � �.--,-� REMOVED ,!� �, � � x � :s �� `�'y � — -� ��t �6 ; � LL �� � � ,.• � / �. �� ti � `�- � � '�!./ � , � � � 826� � OT TUB ' � L� � > � � ,/ � --,-��----- � � . , 26� ; � � � ,� �, i �: „t, �_ ,�-�--�� ��- C� Q � j .� y � ' ......� U�3 � �,,,. ..— '" 7���� � 1 � m... � � � , i�...% ' N i ,.,�!"'" ''� � V t ' A _ � � 7 �, `Y,,,,, ..-- '' � J � ������ N � -- � �� � � .} r .._..----`''� . y�� //�/� ..�..� _^ � } V�V�.2 �� t � ( � (�j / w ,,.,r > � l�� �// � � ----''�� „� _ 5g•A�2 I c� � � ,J � � ,�, � �� -' �'S9 � i o� � 57?°4 � ; � � � � � �,� i ' � � 826g � f � � � J i � -► �- W /, '"" ,,,,•► W W f " � � x sase.s7 � � � , � ; � a � W �,/ � ._.,---- -�..._r� � � � � � � 48sf ADDITIUNAL I.IMITS C}F C> ; 3 � � ''� O � � � SITE GOVERAGE DISTURBANCE�INE (� � �` � � ��� � �" � � / ( � �.n:. � �R;�; �g�M�*..$� r. ; � � � O � ,� O R T ( � ' �.rv � ; b ';� p� ,"�H a f � �� /� A7/ ('tj'� [+ � /) � Y"'1 ".,- .^._. /Y� ll.`Yl lJ(l 'J , O , ..,.� ��i � � ,,. � ...., 1 � 4�.^..-J� �+, X + � (/} . � ± �.,/ C7 ,��,.��1� , u l . . � � � � � � T �� ! . .. .a� � � � -- . �, .,....._ { � j 826 t-� ��� t x � .4 � .�.w � / �� ; � _.� . � ' �,_���._�, __ _ ;' _..,_�. � � ! __. ___ � � � � -_ _ _ _ � - � _-. _ _ I PRCJJECT : q9C13 � ! � � � � � � ; D A T E : Ci9.��.C}9 BUI�DINC ANA�YSIS Z{JNING ANALY�I� ; 82�. �-� � ; REVI � ION � : � �� UNIT B: FLQdR ELEVATIONS LC?T SIZE; ' ---° ( GARAGE-8262.9' (EXISTING) .586ACRE I 25,576 SQ. Ff. � ' � � •����� �(— '� �% �ow�R�EV��.-szsa.4��ais�r�rv�> � ; PERMIT 12.3{}.C}9 X s2se.s� ,1 t � L(.?WER LEVEL-8265.4'(EXISTING) ZC?NING: `' � � x� '�� MAIN LEVEL-8272.4" {EXiSTING) TWO FAMILY RESIDENTIAL ! i ��� 1�.�•�� '�.► `� MAIN LEVEL-8274.4' {EXlSTING) ' � f SETBACKS; � ; '� �s�7aas ROOF E�EVATIONS: 20'�RONT I, ; � �' �, 8286.1'7A. PLYWD. (EXISTINGj 15"SIDE �� � ! l� � C{)NSTRUCTION MANAGEMENT: 15 REAR t � ( UNIT 8 EXISTING DRIVE WtLL BE �` � i � USER FQR CONSTRUCTION ��1����NG HEIGHT: ` 1 ��� �� 33'SLOPEQ RO(JFS � � � �� � ' __ —' MATERIAL STAGING AND PARKING � � �� '�,r.---e��a.sz 30" FI.AT ROOFS ; ; '•- ; ; .�.� SI7"�COVERAGE: SITE COVERACE j � x e2 42� x a27a.o� 115 8Q. F7. (2010 OF Lt)T SIZE) -� - -- n, -,_. _._�_ ,� ; �. �n----`�-- � i_a2�s.� ALLOWED;5, ° , , � EX{STING:4,559 SQ. FT'. ; �y, i i � RROPOSED: 4,703 SQ. f=T. (ADDI71t?NAL 144 SQ.FT.) ! ( REMAINiNG: 412 SQ. FT. �x�STiNG� P�o�OSEO ' � il ; � r � , �aNUW STORAGE: (EXISTfNG NO CHANG� t�RIVEWAY(EXISTitVG} ;, ; UNIT A&B DRIVE: 3Q°/a C}F 3000 SQ. FT. � T�rr`� /�i�, ; f i ���� ! i REQUIRED:900 SQ. Ff. �� � � I I PRC}PC}SED:900 SQ. Fl". � �, , � ': :: LANDSCAPE: SNQW S70RA�E (EXISTiNG} SITE PLAN / CQNSTRUCTION STAGING ' REQUIRED: 15,��.�sc�. Fr. __�_, ' � i:��a (sa�ie a��oT sizE� � PROPOSEQ: 17,865 SQ. FT, ? � , , (70%-MINUS BUILL?ING&DRNEWAYS) L.�µ_�� � ' � HAR SCA EA�6}SQ. F1'. � (4°/a OF LANDSCAPE. PATIOS, DEGKS} , : _._ __. ... . _ . _._ . ___ � � ;. ._. __ ____ . � GRFA: ( �„71�E �` L.f�N ALLOWED;7,875 SQ.Ff. i � PROPC7SED: 6,86Q SQ. Ff'. (SEE SHEET ACi.5} i I UNIT B-GARAGE: i � � � ���ow�a:soa st�. Fr. �i ; � EXISTiNG: 524 SQ. FC. (30Q SQ, F1'.CREI7IT /224 SQ. �1'. GRFA} ; ; � ; UNI7 B- PARKING PER UNIT: (EXISTING} � 3 SPACES: 1 ENCLt�SED {9x18)1�SURFAC�(9x19) �j ; � ��� ! ■ � i : ...-�–�---.. � , " ; ; 3�8262.6 "��� 3�8262.3 ° i � � �� �1 �� �2 1� �� � { � � ('� � t `('1�i� UGSJ�.� � i0 `tt `S�� g �`+� : u;,: � `; � d � �� a � .� GARAGE EL. ��� _==" ; : � � _ �z�z.g� �0 T 1 B ��4���' ' , ; a , � � 3 '1� ti � , ; � , �� � 8262.8 � � �__ _ _ _. _ � n � � 43 ���,_yy 8262.3 ' ' i � I ; 5 _r_.. _". ._ ,._._' _"_ ___' � ��(8262.7 ,���--"-'`� I �-- � ___ .� . __ �--_ . ,__ __ __ .__. t ��- ; _---�� ; '" � _--- i 8262.8 263.2� 1 ENT Y EL, ('� 1*� t,c� N o0 ' N tta t�l t�• # ���� � = 8263.4 � � X � o cci ; � 1; ; p o0 �-/– 1 \ i .� .i� O h� �.1 16 8265.0 � ' U ^ct O'a � Q � � � 8262.9 � � ' � � U C3� C'� : `�, � i ; Cp Q. `�— � �� � �\li t � `; -f� � t � ` f t � � ; � � � � � � � ' , ; � � ir---- � . ; 1 � ; ,� ,� � � ; �{ 1 ; � l 4 ' ; � � ' � � ��� � : BUUNDARY BETWEEN � ���.p .� ; LC?TS 1 A & 1 B �t ! ' t!) ; , a � —"' , 8 � �� 8266.1 � � ' � e �OT 1 A � yl 8266.0 826�.� ; � � � � : � y �� 8266.2 � � , i � � � `f ' r�—,,,,,"..-'�".'r...�-.^' _ . ; , ���� � .. � ; "T'� � �w,� X $288.89 � ■ . 18 � $ � � � �( 1` te ; i i�� /^'� ��f � ���� � � -� p � ELEVATION#1 ELEVATION #2 ELEVATION#3 ELEVATION #4 ELEVATIQN#5 � 1 y 3d1 Tt?TAL 256 T(JTAL 301 TOTAL 127 TOTAL 31 Tt�TAL ' � � (,� ,} i ' � � iO4 BELC7W GRADE 212 BE�t7W GRADE 125 BELOW GRADE 22 BE�OW GRADE 5 BELtJW GRADE ` 8267.61� i �� �, � ENTRY EL. ' � L� � �' � � �/ = 8267.2' i I . ,, ,�, , /^� � t �,, �//J/{�/�f/��'%`/��,,�f` %�/',//�`�/�j`,��,!�����; f j%,! , � ,�.,� V � �Q' , /� , j��f�' ,!�i, �j��f�� � /�� �f%�/' �j/ � ; i �/� '" x �� % � �i� ��/ �� ;1 /� � �'� � ��� j` ' � �, , � �✓,r/ �+ 8270.03 �i � �� � � � � i / � „ � W ,,� � �� „`r �����/ ���� l� � � / �� /� �� ,/ ,�i �� , � . , � i f �!�� / / �' ,`,�' . � , � /i' , fi , � , , . , ,�,� // , . / �' �i � � � � � ,/+'\ r � � / � i i/ � r � , � r , � � 1� � � � ,�' . � � �� � � � � �' . , � . � , , , / , . , .�' r �'/� , , ;'' , r"` � f . � . !` i r ::, . �� � i � � � � � . � � � . � � � � ,� � � � � � � r / / � i � , � � � , , , r /// ( ) /� � � , /� /, � � , �'` , �� �' ,� ,� � � r ,� � � , ;�` ,� � ! . ,� , ; _ �" c� �, , � .�' �%'/ � , /' � ,�'� � /� �, , , j" � � / � ,� , f � /,- i � , , � ,/� / � . / � l . / � � � � � / i. ,.. � F.. ' ,. �. � � � , � .�/ f , / 1r/ i � � �. / �� f . � . � /F . /i . .. .f i � , ..,,� f � � i � � � �/ i � . , , . . s i � i � � � � / / . r i � / � � � � � /� � � , � f f f ,� ,� /� � /, , 1 /� , � / � , % /� f , � i � � / � � � � f � , i � � , � / � %r ,, i f �' , � � ,� /r �� � � . , „ ., , l � -- ,� ,�'/ / f' , , ,� r, , � , ,f'� ,/ % , , . ,. � . , , , , /j ,/ /� , ��/ , , � { i / � f t �/, / / i � � � , � / � ,� ,f , / ,�` % i /' . , ,, , , �, . �' f ,%F , / , � � � � �� i / / � ir , / �' �/ , ,; � � , ,�� , � � , � , � � � , ; i � ,,,,�,��r ,/ i /,�, ,,�� �� i / � /� � / / � ,� � , ,� i /. ��/ .�r�/.f/,,%��,/�,� � f �' � , /� /, � .� E70STIN LL ���/������������� � � � / � , � / � , f . .. � . . » i /�y . . .��� . / � if . / , i /� %��� � f � � / � �%�/r i�,�;,',��'� ,�,//,f ,�;�� . , , . , , � �����i,�/� r f/��%������/rl���j�f��� ��/ : �� // /,� i 1. �l / :�i/ r � f/ �/ � �� T.O.St1+6 / �������/�%� /l1.�/���i/�F/,/%//% �l//�'//�i���,/�//%f�%��/��/�f �li%//� ..__ _ ti > �'"� �// �i � � ; � •�' m .�, C� i 8269.40� ' � � � � � � ' �'/''� ry e { �/.r I.i.. . r� � � _ ■ �� � i :i�� � � � � � � � ; ,�'" � %' x 827i.84 ELEVATI{aN#6 ELEVATI(�N#7 ELEVATION#8 ELEVATION#9 ELEVATICIN#ip E�EVATI�7N#11 ELEVATIC}N#12 � � C� ,` � ' 359 70TAL 296 TOTAL 49 TOTAL 93 TQTAL 196 TQTAG 4a TOTAL 188 TC7TA� � ' � : � 9�BELOW GRADE 54 B�LOW GRADE 0 BELOW GRADE 0 B�LOW GRADE 0 BELCIW GF�ADE 0 B�LOW GRADE 0 BELOW GRADE � �4 � L,� k �' � ' � I" ,�� � .. � � � � ' � � 3 $ x $273.16 S 3 ' "� � � � x --� € � �i`� f /�''��,/f%''`/f % � �r %'�r� '%i/ %/%l,/// �/% � i i � t _ __._.._... t � f�� /l�f �`��,�/f����j`��������j��;��i1�!���� ` '"��//'�,����/���!,�i'%'`//` / /i!%"/ '�' , i ' ._ _ _. . _ . _. __ , ��,��LL �'/,�`/`i/�///`/,r,'/%,�, ,�,�%�,�/.%//././r%,!f,%�.%�ii, „�.%,�i„i//,f�',/'�%�!.r',/%///'/�/%�//,/,i/,�/r/f%r�,,,,,.. F ; _ _ _ __ ___ _ - � ` . .s ' ; ' PRtJJE � T : �9C�3 E ' x 8274.52 � ; ' { , ' � D A T E : DRB 1a.3.14 i ' �s2 s.5s � $274�03 �47 TOTON #13 g2 T�TAON#14 ng TOTON#15 375 TOTOL#i6 �63 TOT�L#17 ELEVATION#18 EL.EVATIQN#19 ELEVATION#20 ' R E V I S 1 C) N S ; � � 28 TOTA� 49 TOTAL 80 TQTAL s ' � � �.,.- 0 BELOW GRADE 0 BELOW GRADE 0 BELQW GRAQE 33 BELOW GEiADE 0 BEL.OW GRADE 0 BELOW GRADE 3 BELOW GRADE 0 BELOW t'aRADE ` :1 , --'-- f,,., s ; � ---"' —� � �— ' 1�-�– .._-- � � --'"" J ; .�--� i i , i �/'�,%j'!'!;%�%,,; f � ; ,:.F�- � ��eu „�'�/,%� �i",%, ,,;i`i ,��,,; _-___ � � , � � t � � � �;rw� � � , �µ. � �: a` r �� , � � " � __ , ;. BASEMENT LEVEL BASEMENT DEDUCTIt�N � ° � � �� ;�� �'�� ��� ' � 1/8° – 1'0° ' f. �' �, f!2 ; – - , 1i8" – 1'0° _ _ __ , ..__ � s.__� � ..m.�� e�.��,w .�...�,. � ��xx._ , � . � � ___�_ _. �G� �, �., � � _ .��_ �,�. ��,,��e i ; , 1 ' ; � � � , ' ii � BASEMENT DEDUCTIC?N: A UN1T BASEMENT DEC3UCTION: B UMT BASEMENT DEDUCTfON: ' ` 3172 SF Tf,�TAL WALL AREA LOWER LEVEL= 1280 SF+ 31d SF = 1590 LOWER LEVE� = 1375 SF (EXISTING) +96SF + 105F+ 48SF = 1529 ; ; 648 SF WALL AREA BELOW GRADE 159Qsf x 20%=31$sf BASEMENT DEDUCTION 1529sf x 20%= 306sf BASEMENT DEDUCTION ; i 20%BEL.OW GRAQE 159Qsf-31$sf= 1272 SF GRFA 1529sf-3Q6sf= 1223 SF GRFA ; �.-------_ __._____.__----- —______ ------ , � � A UNIT�UWER LEVEL – 1272 SF GRFAi , , '; , __ – �B�UNIT LQWER�EVEL= 1223 SF GRFA i _� _ _ � ____ ______—. _�.��_�_________� ; ; 3 BASEMENT CALCULATIQN ; j , ; � ; ? ; �_ ____ __ _. _a_.� __. e ._� _ :. : , , ___�. __— --- --_ ---- �--- $ � ` E�ASEMENT �� �� � ' ' C�EDUCTICJN � � ; � ; a 3 a � � � � e i � � i -_J r______``� f ---- i'------- � '� � _ � r; ; � , , < � s �i ` �_- ��' �,3' (� r � ; i, ( � i , � ! , , � � � i �: ii , € . � � _ �1�.____ � �� i -- -- - i _ — - - � i . � _ _— �_ 4 � __'�—t.r—_— --• _� .�_��.._� � .._. ..— ,,a _..�.w._ � � i . � . �� � i , � - �; ._�.�� � ._ , � _�____� .� :A — �. .�..s. . —Z—� " � —�—..�`_ ..— � � �� � __, _ } . -,-- i . ��( �� � � � �� � j i j E { � �� �� � I � _.�__.� �� � i � ! � � j � i�j�� i ;.�',� � �i �� � �� � � � j�: '; �'I i � � � � � ,'� �i ___ . , ; ' � � � 4( �� { I � � ( � � ; j c� ' ! ; � � � � i � 1k f � ��� s 4 , � I ��r� f,i �� 3 � � � ' i � � ` i _1_____6 i '' i � ' � ; � ' `I ` ; , , ` � � � : � _____--�!._ � ' �{ — I . � �-- � �.._—� --"= —-rr i�rr�r--_--- iT rr` `� � .___ . _._ _ . ..�_. i . .. �� ��.., —� s i __w_ j `�`�"�°� ' . , : z � i � � y�.______ �_..�.._____._._ ______} � e _3...> 3 . .. ,. ' / [ � .._ . .__.. � l / / � � ���"� � . T �� ,/ / � � � � � � .� i ( �—_ .__ ., , �._. , _ "" . . ___ � � � � � � ,....__ . ._... ...__ _.. _ ,_.. . ._. ;; � uNrra- '� � � � ! ' ' �� p r. �.c� cv a� � ` ' � � LaWER LEVEL=310 SF � , cv u� cv r, f � 1,t'} CO N �O . � , , : — — — : . � �f � � � � / � /! � � F ii� i�`�� � I _ __ �__ � _.._. ......__ . ..__.. i 4 i, . A✓ � 1r/ hL/ � � ,/j , I � , � ' ..� C� i'`� N � � � � , I, ; + � U d' C3} � � � ,�, I � � ; ; ° o ci � � � , �' p !'*4 n x // ,-' 1 /l I f // ,� �°' �° � � ' � U C3? t3'? � , f I � ,; /��� /r�/ �� / I I �� � � " I � r � �. �. ,� / , // // �� %%`�%f � � / ,% � f <,/,,, I -�-+ �' � ��1�� � � � � — .� .J j���> ; / ,� � � l%/- � � - ,� � , ��� /�% � � �; /�i�,;!' � � ; V� UNIT A � ' �' j� '','�//� < � � '� ; � GAF�AfaE = 658 SF � � � l � �� ( j;,���/�',; ' ; � f � �,/ r` — � � � � i . �i ,/�� / �, � ! i � � � , � , , , , � , � � „ � , , � ///� ; � � ; t � �� � / � /,.��, �' i S � � � �' � �/ �,f � � � � � , ! , / / /,///. !,%; �; ; UNITA- / � � ;,�/�; i i _ / ,/ �' � i' � ,/,,, L{)WER LEVE� - 1278 S� ( � , , � �; %� � i � � � (SEE BASEMENT DEDUGTIt�N) �� � ��� '� ,; � } � ;� ��� � , „ � , ,/ , . �,. ._ ; � % / /'/ % / ' �� /, � ;�,l/!!�`�l/</!'�% ; e � � � � _ 1 _ � � a ;�UNITA- fs � I CJ�} � � � � � � � MAIN LEVEL= 2103 SF %� �� ( ;;LOFT= 140 SF�; �°� �: ._ _ � � ` ( � ;� �; /� /,f, /, „�,%��/'� �/� � � _.. . i � ;%��" �%,'j%%�%'/i; ' i {,�,� � f , � r�; , ,<� � � / I_ � : � _ ___. .____ — ,/. /,,,,:��, a ; �� I I . , . ,. . . �, , . . , .. . .. .. . ., , ., .. . , � �,�� � , .,, . . ; � --,_-_ - /� � � -� ; � � � � _��____� % � / � � � , N ==---- ; � � � � �. � � � - , � . ; ; ,_________, �' �// ,� � � r � � � ! ' ; � ` ; � � ,/ , ( � � a � � � �� ; � � � �� � , , ' ' ' � � ` � /;�r�// , /��, , /; , _ __ � - - - -.-� � ; _ _ _ �� � � ,� ,� � � , ,„ , � _ ,__ _ � _� _ � � � _ _._. ___. _ � � __._ � , � � : 4 � � � ( � ; E, 4 � z � I I '' � � —' C� � , � � , , ; ; �.�.. * �-- - - _ - - - -� ' �' ' ; ? � c� � � �� � ,.. _ � � _. . __ __ �. __. - � "�" � , _ _ _ __�� _ _ _ _ _ � �� � � , � � � ,,,,,,,,� � � t� �� : .._I v_� �► � � ; � �aC > � c� � � � � � � � UNIT A: Lt�WER LEVE� � UNIT A: MAIN LEVEL UNIT A: UPPER LEVEL ; `� C� G/? � � .���n _ �o�u � 1�$" = 1�-Q° � � *� � 1/$" = 1'-0�� ' � � � �.../ ; � ��}� � i• ( �// $ � � � � ; W �! ; � �aC � � ,� ; ; ; W "`,�► � i �C OC � ; � � � } � oo „� , - - - - - - � ' C\I t = t �— � � �--- —� ,�==_______ , ' � � , ,. � � � ' ' a : � � � �� � I ' $ UNIT B-ADDITIONAL �i $; ' �— � � ' ` � � MAIN L�VEI.= 74 SF � __- fI � . . _ ___ _ _.. ._ �E , � �` � _ __ . _._, �� �_�_.._� �i , _ • rr ii r � , ;� ,., , , , � �R V � � V I . ��V�7 t � � ,�, �, ,� ��, � � � /' � f � i ; . � / %� � �Q � . , � DATE . DRB 1Q.3.14 T- '� � , ;� : � � o � , , � REVISI � NS : : ` ` �� � ,' -. � o ° :: ' i r f NFILL� j � � � � ''��, � � GARAGE SQUARE �C?OTAGE GRFA �UMMARY ; � , ; `� % 1(. a sF_�i ' � � ' � � 'J�,�f� � ' ; Z Q f /,/� A UNIT GRFA; � �� � � �j � �/ GARAGE 656 SF <600 SF>56 GRFA ; `, > �//_'1�; LOWER LEVEL= 1272 SF GRFA SEE SFiEET A.Q2 ! � /� /� � ) F. � ` MAIN LEVEL =2103 SF CRFA � �'"` `'°� �� " . � � ' EXISTING SQUARE FUOTAGE uPP�R�EV��= �ao SF GR�a � I f � ;� °°� t � � � 3 � fi � F...2 €$�m.a � F �` �i�� TC?TAL GRFA: 3,515�F UNIT A � '2 � ; � � z � g°�5� ."��:`. � , z UNIT B-EXISTING � ;/� jf`///ri� k � MAIN LEVEL = 1596 SF , �/l.i/1��� B UNIT GRFA: � r � ,.....-_n � .�,,. nA.�.�_�.0 ` `� y , . . � �.. . q ` �WER LEVEL= 1375 SF I . !� � i: , � . ,,, ,�� X A � _ � ���-°�°� t'aARAGE 524 S� �300 SF>224 GRFA x t�' �~. � UNlT B _ ,w ,� . {SEE BASEMEhIT DEQUCTIQN) ' � � � �1�t�G� = �z�sF � '; � � PRfJPOSED SQUARE FOUTAGE LC3WER LEVEL= 1223 SF GAFA(SEE SNEET A.o2) `#r, e i£ ( �,,. �.m.� ..� dw_�. �_u_ �....m�.. ��..��_ �� ���� � ��UNIT B-ADDlTIONAL �. � �, �.._ _ _, MAIN LEVEL= (15�6 EXISTING+48+83+97+74) 1898 SF GRFA y , " ��MAIN �EVEL= 9?SF �� �� � ( _ � ��. E TOTAL GRFA:3,345 SF UNIT B , �; °UNITB � � �� �. �, �� F � � � _ . �,�', 1�. `�' � x , i �STORAGE� 4 �1 �,� I �_ ; �� � ,� ; / � 4 �;� TQTAL PROPOSED A-i-B:6,860 SF � i Z 'd'j ' ! r �� � � � � . � ssF a u! , � a � o �;� , I � —. �.`��` p �i ; � — — — — — �1 ; i ,��_; , p �;� TUTAL ALL(JWABLE GRFA � i ��� 000 SF=4 600 SF , �,} ¢ > , j '�;� ¢ >�,; .48 QF SIT�AFiEA UP 70 1(J, , � � ; ��� ,f � w x .38 OF SITE AREA>10,Q00 SF AND �15,OOQ�� = 1,90Q S� �t� m 'f��R i' � -� , 'i , � � f � � ` .13 C�F SITE AREA> 15,000 SF= 10,576 SFx.13 = 1,375 SF � ; �� ° Z � i��,�=; ;� �z '¢ � TiJTAL ALLOWAB�E HEATEQ FAR:7,875 SF ; r ; s� � � �;,� , � ,,��� /���'/� � ��== ---�, REMAiN1NG GRAF: 1,015 SF ; ; . ___ __�� ^� " _____.�__ --.___ - � � �— �"`s �i � I �` y � i ;j � � � ! � �a i � � ; � �{ � { . � „ ; ; . � , r� I � , , � a � ` �� t �� �� j -- - _ . � ___� _. . _ e_ _ : II 3 ` : , , _. __ . _ ., :, � �1 ' ; ,1 E .�_ _�. _ � -� -- � � � ; , ! ; z i "3 ,-,-��� ; ; GRFA � � ' " ' ' � ` !° � CAL�I�L.A�lC3�1� - ___.� ��.� �____�--�� +t' ' � � � _ � — _____,_�._m_,._.__ � — \�\� i I( \ , 1 i + � I � , � \� ( ; �� . � � s f l� � ____.�___ __ \ r � 7 �_ , ___ __ _ � — ; � --- -,.__ �.__ _ -.- --- ____ .__ __._ � I � �-�-�� __�___ _� �_ � � � i � UNIT �: LCJWER LEVEL UNIT B: MAIN LEVEL. ; � �' 1���� _ ��_o�� � ��s�� - ��_o" � t � � ; ■ : � i G ' t S i I i i . � 1 H � ( + E i 3 � 1 � i " REMOVE a2.s � ; I ; ,. WINDQW � - -- -- _ u �. ; � t ' I � _ . ...__ _ � : �a._ �-=. :_.` . __.. . _,..__.._ .._. ...., ._.... .... .._..._. , . �.�..' _'_.. .� t _..._ �_._. _.._ ... ..__.., , .__.... ..._.._... �� �� � \ / i � S { �Q X � _ � _ — _ _ _ � _ � _ _ � _ _ � � I STORAGE & ' � � � .� � � ' � N � N � ; ;� --_ _.._ _ � _ . WASH RM i�_ __- ----- --- ( � a � � � � 102 � ; � �pp � � ` REMUVE ARCHITECTURAL � ` ` � O 1`*- N BUTTRESS,TYP. /� I 'Z� U d' C3� : ) . {_� _ ' S� � C� O . I � � _ _.___ ___ � CJ t°►� t�• + E--- -- ` _ - � C3) ; E--_ _._ ___ _J � 4� �_________ _ .. ---- I � t? �3? : � „ � � � ; ��_ __ _ _ __ -- - ,�--� � � o �2. � `� 4 T4� I ? � ! � FiEMOVE WAL.� , � i I� � ; � WALL KEY: ; j MECH. FiM � �i ; y; i ` � � ii ._'.. .^__.� ----- � � ± � 1 Q1 ; ,i � ` � C�__�_� EXISTING WALLTQ REMAIN - _- � _- --- _- -- - � 1, I , .,, _ ._ �— — — �\ ,, i REMCIVE 'i_� , i ; � � REMOYE WALL —— —— — — — — \ �' ' WINDOW €i� i � � _ . . _ _� i; C E s � 4 f i',%��,//.l,''��%%%= NEW WALL �� j F � '' , � I � � ; � � � ; ,,: ,, , + i ' < < , Aa.1 i f � BEDRM #1 �� �i BATH BEDRM#2 :.Aj_j ( � � � REMOY�S�CTfUN ' ` e'v 105 �-� �`� � 10$ 107 � � •—� � OF WALL FQR NEW � � REMfJVE SECTION � � ` 4 � WINDQWS � OF WALL j ; E , r ___� I � } � � � i � ° _ __. ___ __.__ __. _, _ _ � , , i � , �— —� � I , � 1 i I ~- - -- -� �--- ---� �,�-- - _. _ -- - i a az.i � \ / �� \ / -- – __- _.. � � T \ / ; ; '�BATH ( ! ` � ' � �� ^ ! 106 - BATM ; � � ! � �` i i 1�' ,�— 110 _ __ __ � ' i ` � � � ; ! \ :II; � ) /�— � . , , � _ __ _ _— --- � �I,��_t�, �. .. _—'_ � : _ _ � _ __�_ ����_ —�--� -- --- -- � �...___._.��.....�__._ � � _ — — --�_ ___ _ _ -- — -- �a ; E , ,— `'� `�1 ii ; ; � E— �- ��� �� , � � �� / � BEDRM#3 � �'"`1 � (��- � ;�'; BATH� _�_ � 1 fl9 ; i i ��J "'� � � � r—. � i .— 104 __ _ �� ' ! ; ' � �—' �rh i j(� � `'- — � 1 ; ( �j"' � v�' ; ��- � i _ � � � i �z.2 ° W "''�'' :— �/�+� , ; , . .°.',t i T I i I ` � � � / � i� i___ . '' GARAGE j � i � •,•• ( ; � ' ` � � `� 100 �100'-0" � i z ' j T.O.SLAB ; I i � C,� �' � ' i {EXISTiNG} �P � ; i ��" . � � ( I � ; � # I ENTRY � i � C� U� `� ' � pp ,� C� EXISTING �d� STAIRS T � i I (,) � REMAIN ;, i j � � � 1 � 102�_0�� � ; � ...... � � � A3.1 � � � f � � .� � SECTION OF WALL TO ' ` � � (EXISTING} � �XT R OR WA � ! � "� BE REMOVEQ � � � --�� -�'� �=-� : %�`'''�� ; ' `�r, � Ll„I �,, ' � �C �oC BEDRM #4 ' 1._.� _ _ _ �. � _ � � � ' � 99�_6° !— — — — — I � REMOVE ARCHITECTURA� �. T.C}.SLAB 1'11 ���-' -` `� � � ; � � L� ' � r � � , BUTTRESS,TYP. N (EXISTING} �� REMt�VE GUNC. � I j ; L\I � �- I I WALLS FOR � � I ; � I"�" � WALK(JUT ( � i i � � � �— J o �� I � ? I I � � ' -_- _. II � � _- ___� _ _ . _._. .__._ � ;_ll� � i � � � R c� � E c T : a�o� � __ =___ ; ! I i E D A T E : 49.01 .a9 e � � : ; ; I I ! REVISIC7NS : , ; l ._�1 __- - --_-� = FINAL DRB �9.28.Q9 � � � � --__�_� � � ; ; f PERMIT 12.�t}.a9 ,� -� � � �� ___._ --- _________ --_ _ _____._.__ __ ___ _. _ __ � ____ __ ___ ' ' DRB 10.3.14 , �_ _____� ,-_. ______� � 4 � � ; PERMIT 11 ,18.14 � � � i E ' ' � i � k t i Z i � . € � t#� � �"���� 3 a „ � g, 1 i ' �.,; ' � � M.�,�.. � ...�, rt...,,. � � I � t � � ,�.„ . _ o-...e b.� . µ..� . ..<k .»„�v.—€.._ i � i � r � � ;i � ;� ;�'. .. � ' f l ? � � ; i I ; � �;,�� °2.- -- ,.�- , i �_ � ; E , _ ��.�., , _. .0 �.,_.��._� �...„u_.. �_.�.�_� . ( _� �..,e. � ' i Y .„� � x i � � — i � ( � �,, ._..,. .�....,_......�. , .w....-..�,w.....,.�. _..�u—.,,.�.� ...�«,�.....,,,.. j �____ v..�. 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I � i i i � i i i i � i li s i � A ,; . ...... ..... ... ........ .. ...... ....... f 1 z f 1 s' � i `i I i ' i 1 1 � ; � ; LINE OF GARAGE a2.3 � ; � -- -_� . _._ __ � , __ BELC)W ;� j I, , : f � __. ___- ---- ____ .. _ ___ __. _ __ s �-- — — — — --� �--_ _ -- __ , i � � _ ._ __ __ __ � � _ _. _ _- - - - -- - _ _ - - - _. -- - I �; ( €_ - -_ � __ � _._ _ __� ._ -- _ _ _ _ .� _ - - __ _. _. _ __ _ _.__ _ _ _. __ �? i � � N l�'j CV CO ; N h� ' ' REM4VE RAILING& ' i �.�f3 tL1 CU G � REMt�VE LQW RUOF � ` ! � I .� x r- �r- O� � ` ' EXISTING QECKING � �y � � � � ,� S2 O � N S f � � :; I ; ; aEMOVE w�N�ows ; ; j ,� � � � c i ' °� � oc��' : ; : _ _ , c� ; __ _ __._ .._ ___ _ _ __ _ __ ____ _ � � � � _ _ __ __ _ __ J�m� __ �1 __ -- ----- � - - - �� _� , ; i U c� _ � - �_ __- - - ��-�� C� �2. `'- ` SLIDER AND WINDOW , , � � -t-+ � j � _ _ _ _ ` ABQVE TO REMAIN ' � ; k WALL KEY: �iEM4VE I I I ' � � t Ct) [�� 1 EXISTING WALL TO REMAIN �.SEGTIC3N flF f I ' ' ; � ., �ABINETB � � f " ' ' � � _ M �j REMQVE WAL.L , ' ; I �,,� f �'�`1'%��f'%/'/i% NEW WALL ' �� I I ��`-j i ( I � j A3.1 ( � + � � � � � � KITCHEN ' � ' � ' .,_, � 2Q2 � ( ; ; ; _ , , � ' �IVING AREA � ;� � j ; ; � I REMOVE WA��, NEW � DEN r� �`QQ ( � ' � � WALL!N LlNE WITH � ' % i � � ; �.J � i ! EXISTING BELOW ! 4 � 2Q3 ' ', `-' 'I`'I �-F{EMCIVE 109'-0° __ � ( REMOVE EXlSTING � ' � � � � i i� � 1 FLOORINfa T'� �L�a. � � WOOD BURNING � � � � � /� (EXISTING) FIREPLAC6 � ; I ; { � Az.i �REMOVE f __� � � { ' � � � ; � . ' I ? FLOURINa—.,,� I I EXISTING STAIRS I I { ; � - „ � ; � � � � I TQ REMAW � ' j ? j i � � I DN I I ` _ � ' r ' � � , - -- _ _ _ • , ' a r --- _. _ _ _- - - - - ___. � � � � _ , a � � � _ - � �� _� �' � i ■ Y"'" M -j _ ' , � � / �-�! � ~ � / % �; ; ` � � REMQVE DOUR--�/� � � � � ( ( �� ;;t; I � � � � � f � I ���; I, ; � J � � : '�.� DINING ( � � �r � � � _ �l ( � , ,; ;�- p ; ; � REMOVE SECTION OF 2p� I ���� REMUVE WINDOWS 1 � + � a �,, � �ERIQR WAL.L � r�� a2.2 1 � �� Z � � �' __-�: - � w �. _-� _ ( � � $ � E p t� C� - --- --_ __ _ � _ _ __ __ ____ ___ _� __ � ; � ; E „_,� � � � E ! � � � ,� ����_��� � I f I ,� ; ; � � oC � I �REMOVE ROOF T.� p. PLYWD, � � ; RAISE PLA7E HEIGHT � ; � ,`',,.�'�"' U7 � ; �� I (EX1STlNG} � I ' ; ' OF EXIST{NG WALL j ! � � �„� � E { � � K� � z � � � � � _._ � ___ _ - -- - - ' � ..J ? � � � l�EN1QVE -- --_ - __ __ __ _. ._ ! ; � � � � ' EXISTING i I __ ' ; � ! „�,�,�, n 1 � I STAIRS� '�_'� ? f W � J ; aa.� � � ' !i i � � � e� 1 {i ` ( 2.5:12 ,,� , ; _ .. ___ —_ -- -� -- ---___ _�---L- � � ,`�'r.'`�"' ,� W `i1' �_ SLOPE — _________.__--_� __ --- 3�� ' � i ''! ' L_ � : � � � � I � � j'� ' � � �� � � � LY� � LINE(�F GAi3AGE ( �-REMOVE SE�TION ;�;i j i �. V � � � BE�OW ' ( OF ROOF F ' � �# � � _ — � � {� � t � � U I ( ;;;; � i ��..... � � 111 Q ' � i ,; i ._ _ _ _ _ _ _ � BED�F�OOM #a � (�T,p, PLYWD. �;9' REMOVE WALL � , _ . .. .._. _ . ._ _ _ � . . ,_ _ � 204 (EXISTINGj ''�' f , . � II �"� � ; PRQJ � CT • 0903 r E �f`� � ; � � REMQVE GLERESTOR ;,�; � � � wiN�aws � � ;k ; � � D A T E ; (��jj} (�('� uVa7.11� .1Ja7 ` i, Y Y � �t �� ' �i G X ' � 1 V � � a ( 's f ' • . �� ` F1NAL DRB 09.28.09 , �� ;r _ _ �,_ _� , ;_, s �= _ _._ �, i i t i ` I 3 � ! i j PERMIT 12.3{�.t�9 ; E � � � �-______ ._� � , � � � ; I .__ _____._ .__ _.___ ._.._.__ _.4__._._._ _. ___, , ? f . _ __ .._ f i 1 Q.� � ' � � � � ' ' ' � � ' PERMIT 11 .18.14 � � $ � ; { E � I � I ' � ' � � � i 4� � ' � i � � ij i ' ! ! E � i � j i f i , ! t � ' �,} �` � ` � "� K ; ,� 2 °s � y a . .E � ' � ? k � � � .. .. . ..,.�. �, .1 � �.� � .,s �.w ...., . � � � ( � � � � , '�t � r� ; I ' ! ' � t � ' t � s �,.3 `z ...v ,�.-�, z . , ( i � ; � i � f � � , � � ' � ; 1 � 4 r^ � � C . 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C� v - ' ---� ---_.._ °--_ i RAISE PLATE HT.TQ 12 °� — — EX1STING RIDGE ,�—�—. � 86,1' {RE: UR E1� ' `-- -- _,_� _ _. � ,��.— �"—�---__ �`'~--___ MIRROR RIQGE NT. 2.5 I—� ,., _ .._. , .__ __ _. __ __ _.__ . .___ _ ______ � - �_ ' � FLUSH ' � P R C;� ,J � C T : O9t}3 � -,._. ,..�..- .: .. .:, � �----. ... .� ..... _ . ... �is��oaF�aa ``�`--___,—�```— ,�..--``� "''-- t ' ';"�`— - ', '.'..,..-- --�_ ---�. OVERHANG � '""�� ' � 'I2 SECOND FLOC7R � ' �-----�—'�E .. ..:. _; � -�—�-_��l..`''-.---,. �_ --_. i ! D A T E : Q9,1{).09 � � � ;�'`� � � � �� � � � . ��.5 ABC'JVE EXiSTING ; i � � �: ... � . . ': 1i � � � '� !� � � �. . ' . 1 i' i � � � �I � t� . _ E; ; . .^.-_._.` -___�._._ '`,`'---_--_...�.,, ; ; R E 1� l S 1 tJ N S : � ; . � �, r� � �; � . �`' . ,-`~, �—``'`',�-�, i ! � ��`'`�- ' � FINAL DR� f�9.28.a9 ; i . . . . . 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'i i; , Yi �i i; � . ;€`s =�, � . . . . ... t _.__ :, , ; s ;...: .. . , . :. , : , � � ,; � . . , �3 � . . , PE . . 9 ; MATCN EXISTING �, � ,� , ^�j .. • . . . • . .. .. . . � RM IT �� .�O �� � i � ; �� s i� // i i �' !, .. � �� Ii . .. . .. I �j . . .. , � ; � srucco . t: . �� i ! €� jF � . 1, �� . � . � .. �' � . . � . .. DRB 1Q,3.14 � � I' „ �a ;� . . �� . i i [ ! yi . / � <I , 1� s' , . . i n . . 3� � �; 2-4 i � . . i _a__._______._______� =i . 3 . . . , / a �� �I . . I W,o . .. PERM IT 11 .�8.1� ; , ,3 . ;; : .. , . . � / �� . � �� , � . I . , . .. . , . . . . . .. � ... . . . , . . . . !� � . �; �f 3`• i� E `� . . . .. , � � . ,�. � / E f; �, I, . i � � k . i'��:�—= r, . . � i W . { 9 � . s . j � . � G . � i . . � . , . s � 1 'i � r . 'i !' � i i � f . � . . . I � . . . I � . � i1 � . . � 3 . . . i' . , . / I . . � i� . a __.______ / i . ____ .� �_�_� � i ____. �_____ � _� � . . �� 1° �: 1 I •� � . . � � . � � . . .. � � . i . � � , . 3' . . . W . 3 , $ . � .. �i .. . . . i, . 1 r . . ,, . , . . . . ; � �i . ,' ,; ,� � . € . � � � , . � �._�__ _ . . . i _ . . r' I r. k � . ;1 ;i �: —�-- �' ! . i . . 3' / , , � i .. 1 3 . i . ,¢„k' / � 4 i � ; ; . ... .. .. ! ____A.. . :. � . �'.'. . �. . '�. . �: �i, rt i� I 1 I 4 , . `I 7 7 1 I !� �i . . . I . . . I i ,� i a ", , i 'r i' I �•I. / . . .. . i - -----r�— � 3 1 ������ I . i� , >E i I / i' ;- as.s LIVING ROC3M WALL IN L NE i� �. � I t� , � � r � , ,. � � �� ,;� �� �� .. � ;f i r f � . � . �� . € � . . 3 i � f= �( . � � � . f' �I+ '3 . . �' � � � , l = ; .� ... .. : � � 3 � ,i / �.n� .., •.... .,.. �� t . I � I� � E��, l�l� � i ' . .' ` , ' ` ` ' i� �' . . . � - . �.... �,. . , . . _ :, . ..... ... . . , �i I� 1�, ,,� ;:,I � IE I,,, . . . . . . . WITH FOUNDATION BE W I i � , • E�=� , �: .,.. ,�_�_.!� EE-- --- � " ;� . 1� � LQ , E i cl � ,, � „ ,� �_� �_._ _ , . � . . . . . � . . i ��! 'i ��� ��i ��Ir� 'fi �� ��II , . . . �[ t " f, � � , . 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(63.4' R�,SURVEI� ; � � ; . i . : ,. , , _ .._ _� -- _.___ _ . _.. ____ _-- � , r__._.___ _. � _ _, , - ___._ ____._ ; a � ` � ELE"�,f�TfQNS � , � � � � � EA�T E�EVATION - PROPOSED ' � � � � . . 1J4" = 1'-0" i i . ; i � s � � � ir �. ,7 i " ' � � , , , , , . __ , � � 1 � ; � �� � EXISTING RIDGE � ' ' (86.1'RE: SURVEI� — — — — ; ,.---�� L ,.--� � .•.. � ` � s . , , 12 ! :�.. ,.�< _ ; . . . ; �. . _,__- ; i : . ._,v.,- j 4 : ' w� REMOVE GRAVEL BALLAST 2,5 �- • � ; . /,,, . . . •. _ ._ ___ _ . � � - � ___ -- -- _ , . � - _ :. . _� .,-.-!'..` < i . ___ ., . _ . ..,. REMOVE WALL _ . �. '' .. .. ., . . .. . 1` , .:� __ . . .. _ __- , . _ . ..: �. ! f,_ . .. __ _� '�. :E ---_- . . •� � . . . � ....---%"�_---- � . ' •o- ' �� - i .' r `_ _ �,,.,,-.-" . . � � . . .. , ... ...-�. � -t! ' " _ - ....__. ._._. . „ ._.. __... ..._. _.... . ...... 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" � J __ - � � i �3„ � 00 ��I _ ' ' �-� � i � U � O�") EX(STlNG UL . � --:'' ? i C7 �2 `a" T.O. PLYWD. , • , , . . , :. . .. . ; ' - .. � -�-+ ,�,.y, � EL, 1 fl9'-Q"' —.- . . .. : . . . .' . . . ' . �: . :. ` .. _ .�. _._._ _ � ' _, (72.4"R�:SURYEY} .. . . , .. . ., . . i i � � • .. � . . . . . ., . . _ . . . . . . .. $ __ � . . . � � ' ' � ' ' ' • ' , ' , • . . . .. i � . • , � __-- j r--_ _ -- . .. �' � -�r � • r---t . ` �. ; , —{- C -� � € � w_=� �� z 1 . � ; � � ; 4 � � i . k . .. i i ' . � �: I /r . , ( � C--? ; � . � � � { / . . � � � _ _� � i _______ �! ( � s� � ° � � i .. �. � � �.. � .. .... . -- r____� � ..�� � � ' � IsI i� �� f � � ! T^t� i f i I � � . � i z� (f G i� ' � � v� ' . { ; J � ' • . � � ' -1; �:_�i � f � . j � r: . , . ,. . . �--�,_ �--- _:=_�..� � ___-___,. � �____ . , fi _ � i . . � � •� t � �, r�-- _:� r��� ( 1 ( t z j i � . . 1 � I , � � . ti i 1 i� : E! 1 . ' . �is�rirv��� .� :.. . . ; �_______� ' ____' _ � � � ;' (� �� s I �� �. , � j ? rA �- . �_w � � — — �� . �� , , � ; ; ; T.U. SLAB � .� . . �----- , i -- -� a--- �-- a �� 3 �� � , � . � , � � EL, 100'-0° _ '..` �. i � I ; � � ' — �� -� � .. .. ; . � � Q� :�•" ..''��. . �..: ..; . . � ' � , : . .•;. • •. : •.' �-------' - ----__I i _.—_._ :_._.__._._. : : �� — — — — `s (fi3.4 RE: SURVEI� ' ; i � E 1 I REMOVE ARCNITECTURAL ; i � BUTI"RESS,TYP. ` ' , , t i � { I ..... _....,... ... __._.._. ...... _.�.._ _....... . ......... , ._... � i � � �— � � � WE�T ELEVATION - EXISTING ' ' �"� C;� � 1 ��4�� _ i'-0" 1.,,J ""'� ; � � � � .._. ; � � � � � � W � =' o � � � c� � ; ; �a Q _ � � , ; � c� ; : �C >_ � � ; � :� a � � ; ' �� m � � ; � � � � � ' � -- Ct� Ll. I ; W J E ' Q �c � .� ; ' .> ,� � > ; � C�p � oc , C� ,�- �C . ; � � ? � ; ; � EXISTING RIDGE HEIGHT � I ""�� � � EXISTING RiQGE (86.1'RE; SURVEI') .�"' — -- -- j � ___. ____ . ` ._ � _ r _ _ �_. _ ._ _ _ �---�,,,,,,� ; ; P R tJ J E C T : Cf9�3 . i ; . - . _ ; : ... _ —�1 12 ... .� , . . . � ..� :� : . . . ..: . '`'.�--:.,``"�-� `—�.=;.. i j C� A E : 09.1 t�.C�9 . . ___ C� 2.5 I�� ' ` � . . __-- � � � ... . :: . . - . _ .. ... . . .. .. � _ . . .. . . .. �— .__ . . . � . .. �_--- _------ .. ...... . .. � . . . . , . .. . . . .. . ' ,.... . .. ,___ _ _____ _ __. ; .. . _ _�-- ... ��---_-�_ . , . � � : _ _ __ � . � . . . . : , . . . .. -- � .. ..: . . � ___� ____� . ,. ,, �, ; . . . 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PLYWD.SHEATHlNG WALL '�%o°;°�r�` ,,r-�.� � i ! � .�.... 2 ��.aG�' -� � �� � � � ti+// ; Q . ;„"�3�C`�{ t� �' } � 4 � SHEET BITUTHANE; EXTEND MEMBRANE 12°MIN. �;"r c�°`'�� � '�--� E � ('� 5�gr�GYP. B(�ARD ` �,,,� � �� ONTO PRIMED SHEATNING VAPOR BARRIER � c°�a�� �� ��� � i ! W Z � �/ ` O > c�4� ` , i � � T � O �cy � � � � � ; �-�r- _ ' 0 61B IN�aUL. (R-23) o a�'<-a'� � � --"� r ' ,,,�,� _ ,� �� �� °� r _ - _ � , � � � � � �`�,, - � � �IQUID�ILLET OF LM3000 BY GRACE 5ls"GYP. BOARD � '�o-,'� � � ' �`� , UNIT A N{� CHA�'�IGE I� � , : o�r c,, , �. � � �� � ��;��� .��� '� ��-%'� . _ . __ . �_.w�l � � � � � , __ _._ _. __ __ , , � � � 1"AIR SPAC� ,�,��c c��`�< '° _�_� � I /' � � �n� -- EXTEND WATERPROOFING MEMBRANE 36"ABOVE >v�o �o � � I „'"••, ,� `� �1, GRADE AND TO BQTTQM OF FOOTING ��'�°.,°` ' ```��-� ! I � � '� �' 1,�';�c3rc>F V � { � �--'_� � >� �_.-- - � G � � � a � � \.rI � ����Q�. � J � � � " WEEP SCREED TERMINAT((JIV `'� o,,t `- _ �, ` �►/� ; Q c�� �c,v, i � � �""'� V J Q.. � ,�,4, � i � � �� � ,� ALUMWUM FtASHING 'Q���°���� � , ,,,r� � � ,,. � b � , c,,,� c;, � � �� � " �(NE OF GRADE �r.�?U� ; � � ��y�' W �' ��<? 'a � � "'"� � 1 � i� -. rJ�;��, � � ~>C;,� � � � � � . � �. � ,�. ___ ' � �C ; C�,1 n � � �����, 1 ; � � ' � /r� � � �' � 2°DRAIN AND DRY BOARD '`�.__,--''"�1 � ; I"'"' h � /"`-�_�ft 3 � ( 1 � \ / � " ��� � WATERPROOFING M�MBRANE ,' �_�---� i � '�..� �� � � ' CQNGRETE FOUNDATION WA�L '�� '�`"`� � I ' � . � � �z�a� � j �._ __ ,._ ___. _ __.__ _ --- . -- _ ._ -- __.. . � b � > �a�� � , � - --- --�_ _ ___. __.-._ __.. �_ ___ � °�� � �?r. �a �'v' � � v ��c��,��c: r �� ; E � `�c��,��c> �� ��� � � � � {� � E �✓ T : Q��� . ,> �� � r�°G���;�' +� ``-��� � � �, `;��`'` � '� ` D A T E : PRICIRIGI�.22.Ci9 �� o�� �:� ,-� 1 ��ca�-�C'�L��� /' __� ? � 1NA�� BASE DETAIL � , <��� ; ; 2 � � �C � -� 1 1/2�� _ 1,��� ``: ��,� � �r . �n, 1�7�,`� a j REV1S10NS . �� v � " ? � PERMIT 12.�fJ.O� } ���� G� ���`�l � � PERMIT 11 .18.14 � � � GONC FDN WAL.t�RE; STRIiCT. ��"�'�°° � � � [} `'�Cn.43J � *'v.✓'n~.`�.3 : I � � HOT-APPLIED, M(JNOLiTHIC �o°��a{ "�---� i ; 2 X 4 F U R R E D W A L L W 1 � WATERRRU4FING MEMSRANE--EXTEIVD ��°��ro�, }- '� � j � � � WATERPROQFWG 36"ABOVE GRADE AND °=�s� �� �< �`� � BLUE�OAM IPlSUL.,TYP. � EXPAt�fS1C}N INAT�Rlt\L �"�a r°o< - ' i TC1 BQTfC7M(JF FO�TING ��� �� r ~� � # � AT CONG.WAI.LS � � : o�, � �r � � DRAIN&DRY BD EXTEND TO�QTT�M �a`����' --�� ! f i , ` � FAINTED DRYWAL�,TYP. � � OF FQ{7TING EXISTlNG CONC.SLAB �%�° r c> ,` ? ' . �- ri, ,, "� • �,�`�,°.1�� �_�% � ' � , �, �, � p � � _ � WOCJD BASE MAT��i EXISTiNG � 2°INSULATIQN °�,�a�� ����_�} k � _ � � � �������.� �� _ �� � a . , v � . _ GRAVEL THIS AREA REGARDLESS OF t � - WHETHER DRAIN 1�Lt�CATEQ AT THIS � � `� � p I �.' �"° ___� � �OCATION � [ f � z r � � � � � � . � ; �, �� .�.._ ��._.� m �x _. ' FINISH FLflQR RE: FLUUR PLANS = MlN. 1"X 1"BUILT-UP CANT OF L1Q �'` ,� F � t �,, > � F�UID-APPLIED WATERPROOFING AT ALL � � � � ._��_.�,. .�. _� ��� , .... . �IGHTWEIGHT GONC.W1 �. � INSIDE CORNERS � � � "' �s � j ' � � .� f � �� RADIANT HEAT � `. `` � �`�`� �� ��� ��� �� ��✓ �! i ' w .� . ;� M .��._.._.._ �x_,,. _�, �.�... __� ,,_.,..�r:�... ,,. � � � ��� �i�-rER�AgRic f'`''� p /'`''''� C> P G> P � � � � � ? i �� �--�, �� r---. ,/��, �--�. . / \� /--�-�. / \ /'--ti � �� ; I � � . `1 � �� �j�"`�a � ��� , CLEAN 314"�REE � �r _ _ __- ��_�s a � � a , - - � L�J � _ � - ° �. ° � � `�-� �--' `� a�aitvitv� GaavE� � UNIT A NO CHANGE j; I 4 � � � ��"-��j/'�—�. �'� � '_ . � __ _ __ _ __ _� ' � � ,� ��. _ ��/ ���1 !'� (`� T.O. FTG �� d `�' tt � �, G`a 1 � � ���- -�,u.. �����"-�. � � � � � � �� SEE BTRUCT DWGS , � `` � ` ' l -� i I ��;��� .��,' `��-�.�-�y � '1 �'~~`1 � <� j � � �--�" �;-.;r ����=--� a � � � 6"tC�, RIGID PERFURATED PIPE SLOPED @ ,� �1 �`''' a � CONG.SLAB RE:STRUCT. a � � G��`'~�� �/i`'--� G' C 10 MIL VAPQR REi'ARDER{REiNF.)SEA[.AT ALL � `� .� �; l� � Ya"PER FQOT TC?A DAYLIGHT EXlSTING li � �`f` `� �I�r�\ �I/�l ��'���I��� � i EDGES AND PENEf'RATIONS � ==� .�''i''' �(-�-� CONC FfG i ! GRAVEL.RE:STRUCT. a � �� , `` I V EXPANSIQN MATERIAL ' � � � �. ' � I WATER STOP,TYP, �"' � � � --__ _ __----- ----..__. --____. ________. ._. .____ ____.. � CONC FT'G F�E:STRUCT. � . ._____�_____ .___. �-- ---- , _- - �__— � � i � � r I FUUNDATItJN DETAIL PARTY WAL� SECTION � i � � 1���� - 1�_o° �' 1 1/2° = 1�-o° � j C�E T A I L.� zt � � � � � � r i � Gi � ; 4 ' � ( : � i � : � G' � � , i t ,- ..__ __. ___ ...__. ..... i i � i � ��-1���.0. , i i ; :i 9'-0'" EXTERIOR WINDQW SCHEDULE {VIEW FORM OUTSlDE/A�L OPERABLE WINDOWS TO iNCLUDE SCREENS) � r 3'-O" 3'-d" ��-O° WINdOW LOCATION TYPE UNIT QTY FRAME MATL. INTERIOR FRAME MODEL& WINDOW SIZE WINDOW R.O. HINGING GLAZING COMMEN7S ! ' �/ � ��_,����Q # MATL. DESCRIPTIQN WIDTH X HT. � E f � ` Et7 < �_���R.Q, �-----�--�----_ ,�---}1 (�--__�_ 2'-0"x 3'-6�� 2�_1��x 3�_7�� �H ' s _. , , ? �_ �� 3�'a�� 3�'0�� 3�`Q° ! / � l, ( I` � � W1 GARAGE 100-LAUNDRY A 1 ALUMINUM PINE CASEMENT UN1T DBL LOW-E � ` [; � � �, � �, � �� � �� � � � . 2-Q x3-6 2-1 x3-7 LH � a GARAGE 100 2 0 x 3 6 2 1 x 3 7 �N ! 3 �'� � , �� � ; �I �I � ` W2 A 1 ALUMINUM PINE CASEMENT UNIT DHL LOW-E I� � 7� � � �� � �� � �� � �� � � � � � �� / i� ; � t3 t�I a � c� 1N3 A 1 ALUMINUM PINE CASEMENT UNIT - - - - DBL LUW-E � � � � �) � � n � u i n i u t r : ' ('"" � : �;� � ' i"� � ' �` ' n �' � ' '; i 1` �i Ci� u� o- W4 A 1 ALUMINUM PINE CASEMENT UNIT 2-0 x 3-6 2-1 x 3-7 L.H pg�,�,pw_E ''� � ' -' � � � �� � `� � � � � '�� �� 1� '; '' � �I � W5 BEDROOM#2-107 B a 3 ALUMlNUM PINE CASEMENT UNIT/DfRECT SET �'-Q"x 3"-4"(VFY. HT.) 8'-1"x 3'-5"VFY. �E�ELEV. pg�,LOW-E EGRESS, MULLED TOGETHER i � � -- � � - -_ __ . _� __. � �� - ; � i • \ I� r � �( / , � � CC! t`. (� � [ i i / �� '� � d '� � i� �� �� i / [� � � u � u � u i u � ! -� -� � 6 .� I' � �. _ ; I, � �; W6 BE�ROOM#4- 111 C a 3 ALUMiNUM PINE CASEMENT UNIT/DIRECT SET 3-0 x 5-0 9-1 x 5-1 SEE ELEV. pg�,LOW-E EGRESS, MULLED TOGETHER ; 3 � c� cn � � � s � - � C? 1I_�—.�-�r ;�—_=�� t _.__ �J 3'-0°x 3'-0" 6'-1°x 3'-1" DOUBLE � � � p � � '' ` `� � ac �"�w��� W7 BUNK-203 D 2 ALUMINUM PINE OUTSWING CASEMENT UNIT DBL LUW-E EGRESS, MULLED TUGETHER - - -- �� _ , � __ _ ��, .}N W8 BATH-205 E 1 A�UMINUM PINE DIRECT SET UNIT 1'-6"x 6'-6"' 1'-7°x 6'-7" N/A DBL LOW-E TEMPERED _ .._ . _____ .__ __.._.. ___... _._. _.___ , ; ,- - : � � W9 G a 1 ALUM(NUM PINE SLIDER UNIT ��"���x��"a�� SEE ELEVATlON SEE E�EV. DBL LCJW-E f � . � LOWER LEVEL SLAB - F1ELD VFY. MATCH SLIDER AND TRAP � ` '�"�' �' i ; .--�,�, � 102'-0"' b 1 ALUM(NUM PINE DlREC7 SET UNfT ; m LIVING AREA 200 DIRECT SET UNIT � � x�� TEMPEREC7 [ j Q �°� � � � W10 F a 1 ALUMINUM PINE 6'-0"x 6'-10" � � � � GARAGE SLAB L G 1 W E R L E V E L S t A� b 1 A L U M I N U M P I N E 6�-Of�x V F`(.I ' . O � C7 C!� SEE ELEVATtON NJA p g L L O W-E f �r— r— C 3'1 � , �� j�-� W 1 1 H a 3 A L U M I N U M P I N E D I R E G T S E T U N I T 3-0 x 6-1 0 ,_ „ ,_ „ S E E E L E V. p g L�t}W-E � ' � �� � �� 8 1 x 8 1 1 MU�LED TQGETHER i i � � U� � � V�i�l p p v V T Y P��aw rYP�: WIND C�W TYPE: W I N D O W T Y P E: b 3 AL UMiN UM PI N E A W N I N G U N I T �-0 x2-0 TOP p g��p W-E 0 �' � i/4'" = 1'-0"' CASEMENT SET UNIT DIRECT SET 1 GASEMENT UNIT W12 a 2 pLUMiNUM PINE CASEMENT UNIT 3,_�°X 5�-�° SEE ELEV. C7BL LC1W-E i 3 �" � � � k Q I R E C T 8 E T/C A S E M E N T U N I T D E N i N R O O M � 6'-1"x 7'-1" M U L L E D T{�G E T H E R ! ! C) (`- h'^ b 2 ALUMINUM PINE WNING UNIT 3�_���X 2�_Q�� T(.?P DB�LOW-E j ; � C7 f37 C� ` W13 a 3 ALUMINUM PINE CASEMENT UNfT 3'-0"x 5'-a" SEE ELEV. DBL LOW-E { � � �- � MASTER BEQRC3(3M-246 � 9'-1"x 7'-1" EGRESS, MULLED TQGEI'HER ; b 3 ALUMINUM PWE WNING UNIT 3'-0°x 2`-0° TOP DBL LQW-E ( 3 � � � � _ �(/�■ t ` Y/ � I G ' ; s�-1°R.o. s�-1°R.o. EXTERIC)R �ARAGE DC�C)R SCHEDULE � � � i �'-�" �'-�° I I DQOR LOCATION 7YPE FRAME MATL. MdDEL& DOOR SIZE COMMENTS � �� � '� � �� � �� # DESCRIPTtt7N WIOTH X HT. � 3 3-Q 3-Q 3-13 3-Q ! � � Gi GARAGE 100 1 ALUMINUIvI OVER HEAD QOOR 9'-0"x 7'-Q" POWDER CORTED METAL RC70R TO MATCH W1IVDOWS i j "' � �� ��`------..-'�-��...�, _ 9'-1°R.O. ; � � - I~��~ `� � �,~�11 � � ..�. � � ;� � �i _ ��-o° a�-o° � a�-o° EXTERIOR DC?OR SCHEDULE � : b ,; , � �, - � � � �� � "�° � �� ( �; "�`j° � � DfJOR LOCATION 7YPE FRAME MATL. MODE�& DOOR 31Z6 COMNIENTS � � V� ` -7 R. � # DESGRIPTIdN WIDTH X HT. Z { � �� z ��j �'3 s� �� i���_ _1i = � . . I 11 n. 4 � � ``` / � � t �._ \ , �� J \ i � 1 il I II � i �/ � - g�_����,Q. 1-6 p � f � p � b � b (, Ij b �� iy �1 GAftAGE�00 � ALUMINUM CJUTSWING DC30R 3-6 x 7-0 ' � tt � ` ____ _Y�-�.-�, �-__________:=�_�-_-�w-=1 - oc ��_--.--�-�' '�___-�-� I.��___.., __�i f ; g'-��� - -- � D2 ENTRY iQ3 � WOOD INSWING DQUR 3'-0"x T-0° WITH SIDE LITES,SEE ELEV. ! � s �i�u ��_a� � � — � ____��—�' � i ��,'�! �[ �� lt �E� ;� d' I " ��� > �� � � �{ � I� j !(( ' I( (, �I �� � ;� O ` �— "r�j°Q I i �� J � ��o i� � ,� (f �i �; \ �i cC i i ; s °-. � � '� � �i �i � �' _� � / `C !; F' � \ ij � < � .-- �� _ 0 4 �' ; r° j, i � '€� � ' o �- ,- a ; j a ,! E� ; •- ; / a I � a f� a \ �i � , ; i ca c� � .I � a � I " �' , a 1 �� f� '� � � � ' ' ''� � � � ,,.- `'� p�., � Z� i'�' a '� � �i FIXED ' �S�IDER '� ° '- : � � z i t ' p � ifl � p in d ' ,i ;�"'— _ f� �. 1� i� �I !; io . , � • < < \ � / � - ' --- -._ _ __, _ . _ . _. � � [ I ,� 4 �4 ; �j � E I{ ;' ,� i � '�" � � (� � '; �l \ �' ft ; ii � I� _ _ _ �.. ._. - - _- '; `� ' � � � �` � �i i; � j; I; �` ia �` (� STUCCO I � � � Cv �� ( i ��---�� I.�_�-�I li \ ; 4 I �� / f� C i ' ■ Tw i UPPER�EVEL PLYWEa. � .=, `'M° _ - ` - ____ _�.� =r ���__-__..�--�,�r�r�_; ,�-= _�1! _ METAL LATH '�, i i �•-•• � 1Q8-0 ,=,N WA�L MEMBRANE ' WINDC?W TYPE: � W(NDQW TYPE: � _ W[NDtJW TYPE: ,� WINDOW TYPE: � WIND(�W TYPE: H `� �� � � � � � C A S E M E N T U N I T D I R E G T S E T U N I T D I R E C T S E T U N I T � S L I D E R/D I R E C T S E T U M T C A S E M E N T!D I R E C T S E T U N I T/A W N I N G `` ; Q �` W E E P WAL�MEMB "C� WiNDOW � (j� �$ OVER A�UM DRIP ' � � I HEADER l � � � WINDQW TYPES -` ALUM. FLASHING TO C � ! ;,, , � 1/4 - � Q $ �� - �_ �� MATCH WINDOW SYSTEM 'G ` PNTD GYP.BD 4 ' W � Q ,-,�,�._..'`- ; t � �-`."'�.. ' VAPCIR RETARDER � ; � � � L� WEEP ��� ' � � � � � � � � � � ALUM. HEAD TRIM "' ..�._. "��.�, 6'-1"R,O. 9"-1"R.t?. RCJD&SEA(ANT MTL r � � �'"" � � ? 6'-0° 9'-Q'" CONTINUOUS WA�L MEMB DRYWAL � s /� � � � :' EXTEND INTO OPNG TRIM ' � ••-� r , � �'-�" �''�"' �'-�" �'`�'" �`-�" WINDOW SYSTEM t ; � � � �./ - { ��/ � d,. �' ; ,__� _ � •—"'� � , 1 /t W � ...... � '� � '` ;�/ 1 �f��� a c� j� � � � ! , � I Q c� E ; C� �.__� � � � 1� b � t k? � ! b � � z . � � ��-- �1 �---- ���� �s �--- °- � a o I ! >' � W� "i`�' � — -----, �_—.-�-� � � ��v�� � I � � i ��~ � � � � °C � ; � ; � � � � '�i� I� � r i � t i� ' � � Q `' � ' � I j � � `' MEAD DETAIL @ STUCCO ; � � m Q a a � �, a � a a �, "�',� � � � 'r- �' �� � �, � � �� � ��� = ��-�" ' ! � > � ; � �.'" � � � � � i r � (''`� EUPPER�EVEL PLYWD. �E�____...--.��' f ____i �#_____ � -�� ��-�._.._ � � ; i '�— `✓ � . 111-0" m„ � ( WINDt7W SYST�M � � � WIND(�W TYPE: W[NDC?W TYPE: � � _ _ _ . __ � _ _ _ _ ' I J I ( WOaD SIL� I ;. .__ . . __ _ _ _ _ _._, CAS�MENT UNIT/AWNING CASEMENT UNIT J DlREGT SE'T J AWNING ! � � a�uM s���aE�ow j � z ���ow � � P R CJ J E � fi : U903 � WINC�OW TYF�ES -- B RRIER; EXTEND ICN�TOJAMB , � � ; ' D A T E : PRIC�.rING�)�.��.Q� 5 `� 1I4" _ 't'-0" A�UM JAMB TRIM � ; � „ R � VISI (� NS ; ' ' PERMIT 12.30.09 � EXTEND SILI.BELOW �����'��MTL CQRNER i j 3/4°PROUD C?F WA�L � DRYWAL�TRIM � 3 PERMIT 11 ,��.1� 3a �"``�,.�� � VAPQR RETARDER G ? 4 �. , 7'_i° STUCC(3 j. ,r JAMB FRAMING � I , 7'-0�� :.,,,� MORTAR SETTING BED ��� � PNTD GYR.BD � � . ,.. , �-fr I ii Alt !]II A](�np t h d 9-0 1'-10° � 3,_0'� G 1'_10" �� V W/METAL LA7H I � ; � '� �° �p -� �, WA�L CAV(TY INSUL � r� x . � WALL MEiVfBRANE � � I � > .� , , . --�-- -- ��v ] �]� /� PLYWD SHERTNING I ' � � "�,. °- �� � � � � , �-�-- � t�----_______� , �� , � ' , f � a _�,.__ ._�. Y. r' 4�` ; � j ��; � e � ;� �' �I�� � I ` �_,_..... . _,� � � � � .� � i n�''' �-- � � � � � ��_�_______----�? � � � i 1; � ,� _�w._� �s .�.�� � _ �� �,w.. ` , : : �.`�___�____� � �, � '� �� . . . ,��-_—=—� �--- —_., � � � � � � , �, i _ I � � ! ( F: PAlNTED � c' ( , . . i , .; . w. ............. ...: ., ..,_..,.T� , ...v�.,,.�.,. PA{NTED PANELS sI i�, GLASS PANEIS � � ` � I FtAT METAL \ ~ � � �__ � �_____�.� eHE�RY F�,�� � ;� � � � JAMB DETA�� �a �`uTUC�C� ; i ( f C---�___-_-__ _.____—� &7D� � �_._��.mw. _._,� � �� � � +3°= 1�'du � 1 I�.� __�� �______�' � � -� �� ; ' � � J � - ; ; � GARAGE D4QR TYPE: ENTRY DC}C3R TYPE. AGCESS DOOR TYPE: wA�L MEM�Ra�� � � ; �� G1� D2 D1 AS CC7NT.BARRIER; � 3 � EXTEND INTO HEAD (LL PAN ; ; JAMB AN�SILL,TYP % ! DUOR TYPES -- � I ? ? � 114" = 1"-0° ALUM END DAM AINTED W(J4D SILL � ; � � SLOPED ALUM S1LL �� �� � � 3i� _. � ���.,., ; I 4 f --'""`�-`...,,� i , :. i THIN STQNE VENEER � ': i � ` OR STUCCO ':�: I�L FRAMI�IG � ( - - � � PNTD QYP��D � ,. __�__ � _ _. . -- - _ _.� MQRTER SETfING BED 1 � °�' VAPOR RETARDER ' { W/METAL LATH I j I. WAL�INSULATI�N ' ! w���nn�MB�arvE 1 � WIND(JW TYP. I � I � ! & SCHEDULE : PLY SHEATHING I � �' ( � .� + � �: � E � � �� � � f4 F, �' i i � .�: � ' i ,° SILL DETAIL � STL� C� ' ; ,j 4 ?il ^ �1_n1i � t) V �� 1 1. � i i S % j � ( SEE SCHEDU�E SEE SCNEDU SEE SCHEDULE INTERI4R DQ(JR SCHEDULE - rv�w�aaRs ��,�C�'8��STOP ��� �� . _ RQOM flOOM NAME DOOR PANELS HINGE HARDWARE REMARKS 8 4� " NO. -----____ _.____ _.____. ____., ; _ _._� i DO{3R QOOR SIZE R.O. MAT`L HAh1DiNG MAT'L TV'PE* LEVER LOCK ; Ct' NO. TYPE TYPE* TYPE ; i ; ` 100 GARAGE 1 A 3'-0"x 7'-0"' 3'-2"x 7'-1" 1-1/2" WD LH WD TBd TBD LC?CK-SET ' � OLID MDF � ` MDF STILE& ,` 2 A 3'-0°x 7'-0" 6'_4"x 7'_�" 1-112° WD NJA WD TBD TBD PASSAGE POCKET DR, FlN.OPNG=3'-0"x7'-0" � � FtAT PANEL � � RAIL DOOR ° ? �' � a r � DQOR, PAINTED � � � ' < HIGH G�t7SS ! ? i a 106 G�05ET 1 A 2'-6"x 6'-8" 2'-8°x 6'-9" 1-1/2"' WD N1A WQ TBD TBQ PASSAC`aE BI-FOLD � a , � q � i � � ; ° 104 BATH � ` � 4 /� ' ' i : 1 A �_ �� �_ �� � �� �_ �� u �_ �� �_ �� i ; ; i ���WD STOPS f � °; � A 2 6 x 6 8 5-4 x 6 1Q� 1-1/2 WD N/A WD TBQ TBD PRIVACY P{JGKET DR, FIN.QPNG=2 6 x6 8 ' � � / I � , � � i E � � � � � ` 11 i BEC1Rt)QM#4 2 A 2"-6"x 6'-8" 2'-8"x 6'-9" 1-1 J�" WD N/A WD TSD TBD PASSAGE B�-FaLQ o � o ' ' FROS7ED GLASS ' � ,� � ! I ci RAM��ESS � , � ' CLOSET � � s E i z i � z FROSTE�G�ASS ; ( _� _— --. ___ . ,.. 203 BUNK ROOM 1 A 2�_8��x 6'-�° 2'-10��x 6�_9�� 1-112" WD WD v�i 6 � ; v�i � Cqj 1 � S�IDINQ PANELS i i ; LH TBD TBD PRIVACY VFY. EXISTING UPEMNG F � , 2Q5 BATH 1 A 2'-6"x 6'-8° 2'-8"x 6'-9" 1-1/2" WD LH WD TBD TBD PRIVACY w ` , w I _ � _ __ __ � � � ; ' 2 B 2'-4"x 6'-8" 5�_0,�x g�-�0�° 1-112" WD LH WD TBD TBD PRIVAGY POCKET DR, FiNAP"NG=2'-4"x6'-8" � E � z �' I � � v7 � � ; __ __ � ._ -- _ _ _ . _ _ � r ns.a � � � i (� 1`*� k.� N OD 20B MAST�R BEDROOM �( A 2'-8"x 7'-0"' 2'-iQ"x 7'-1" 1-112" WD LN WR TBD TBD PRNAGY �. 207 BATH 1 A 2'-6`�x T_0° 2'_8"x 7'-1" 1-112° WD LH WD TBD TBD PRIVACY � � ( � � i N U) C11 t`� , 248 GL(JSET 1 C 3-2'-$°x 7�_t?�� 8�_4��x 7�_1° �° � i f � , , y 1.l� CU � '�03 � X s GL LH GL TBD TBD PASSAGE BI-PASS SLIDER ` : , � � � � ; � � •��r ` ' � I � ' Sl� C7 h�- N ' � ' j ` ' � C3 d: tS3 ' INTERIC�R D��R SCI—�EDULE — �X(STING DC?4RS T4 BE REPLA+GED,V�Y AL�QPENfNGS �m _ � w��a�,� � �� ���.� ..� ,,� ; ; � � ROOM RQdM NAME ��Q� PANEIS HINGE HARDWARE REMARKB D{70R IYPE A I70QR'TYPE B D(70R TYPE C � ' � � � � NO. � C,? I�- i`+ ? i � U CT3 t3') QOQR DQOR StZE R.O. MAT'L HANDING MAT'L TYPE* LEVER LOCK � ; Q � y.... � "°, �`�E '�PE* TMPE INTERICIR DQ{JR TYPES � � � � 1p0 GARAGE 3 A 3'-0°x 6'-8" 3'-�"x f'-9° 1-1/2" WD LH WD TBD TBD �OGK-SET ZO MIN RATED; DOOR Wl SELF-CLOSER 1 ' ' i/2° = 1'-Q" j ; 102 WASH ROOM 1 A 3'-0°X 6'-$" 3`-2"'X 6'-9" 1-1i2" WD LH WQ TBD TBQ PRIVACY � I ; ` 105 BEDROOM#1 1 A 2'-6°x 6'-8"' 2'-$"x 6'-9" i-1/2" WD RN WQ TBD TBD PRIVACY � ; 107 BEDROC?M#2 1 A 2'-6��x 8�_8'� 2�_8"x 6'-9" 1-1i2" WQ LM WQ TBC► TBD PRIVAGY i ; , CLQSET 2 A 2-3-Q x 6-8 6-2 x 6-9 1-1J2 WD N/A WD TBD TBD PASSAGE BI-FOLD ST(LE & RAIL � � , „ � „ , ,� , �, „ ; � ? t 108 SATH 1 A 2 0 x 6 $ EX(STING VFY. 1-1/2 WD N/A WD TBQ TBD PRIVACY POCKET DR, FINAPNG=2 0 x6 8 (\1FY.SIZE) SEE DC?OR TYPE� � 4 i n r_ n n � U � u �,II�U ¢ f'^ 109 BEDR40M#3 1 A 2'-6„x 6'-8° 2'_8"x 6,-9" 1-1/2" W D R H W D T B D T B D P R I V A G Y � ; i i�� i n i n i n � n n C GLUSET 2 A 2-3-4 x E-8 6-2 x 6-9 1-1/2 Vi(D NJA WQ TBD TBD PASSAGE g�-FC�E.a ' ; � ':�`%;;;!%;i,;;i f;i;,;i%i;; '"� ` ' i 110 BATH 1 A 2'-0"x 6��8" 2'-2"x 6'-9" 1-1/2° WD LH WD TBD TBD PRIVA�Y �v� ;l�'' _ � � ' !�%�'%%%;%;'%i;;r!%��;%%r,'i,f,f' c��•� ; 111 BEDROOM#4 1 A 3'-t)"x 6'-8" 3'-2"x 6'-9" i-1/2° WD LH WD TBD TBD PRIVACY �' �li%ii,,;%����,�;r';;;;�i;;%;i i� ,.._ - ; ' .�.. ; �fi2 BATH 1 A 2'-6"x 6'-8" EXISTlNG VFY. 1-1(2" WD NiA WD TBD TBD PRIVACY POCKET DR, FW.OPNG=2'-6"x6'-8"(VFY.SIZE} ; ; � � 2 B 2'-O��x 6�-8° 2'_2°x g�-9�� 1-i12" WD RH WD TBD TBD PRlVACY � � � 113 lAUNQRY 1 A 2-2'-8°x 6"-$�� 5�_6"x 6'_9° 1-1/2" WD WD ' I Q� N/A TBD TBD RASSAGE B�-FC)LD G��� i i 4 GLOSET 1 A Z-2�_Q"x 6'-8" 4'-2"x 6'-9" 1-1/2" WD N/A WD TBD TBD PA5SAGE BI-FO�C} � ; QLID MDF FLAT PANEL, WQUD STOPS � PAINTED i � � (20 MIN RATING S�E SCHEDULE in i � FOR LCICATION) 4 REVEAL ; ; � � (?LID MDF STILES&RAILS i i � —SEE FRAME TYPE SEE FRAME T'f!'E I, i _��— — I � ' -- _ _._._ __ ---- ___ _ _ ___ _ _. _. w _____ __, _ __ _ __ i : , ii � � �� � � Dt�t�R TYPE A - ST1LE & RAIL � DOOR TYPE B 8�. a - ST1�E & RA(L ' E � � � — 1-0 3�� _ 1�_0�� _ ; � '✓ � ` ' � � 2 X WACL FRAMING � i � �/��PAINTED GYP Bt� ; I � � � DRYWALL,TYP. , �"�"'WOC}D TRIM, PAlN7'ED ' ` � ' � � � � � 2x NEADER HIGM GLC}SS Tp MATCN ; � j � � � Q ��0� BLOCKING � '' f � j - , � fi � � --J � � � *=uv N AS REQ D � , ; � � , ! i ! t 1 � � /^'1 •=tv� ! ; j ; � • '" 2�� ; � � � � � C� � � � 2 X WALL FRAIt/IfNG ; � (� ,,,�,� � PTD JAMB, HEAD& ��� .�` � � STC?P a j ? � � j8' PAINTED GYP BD '�� �; I �~ W � J N � ��--1 -� ` N ' i � � � rC"�. ,� -� f p CaLQ S�TO MATCH DC70R D HIGF 5 � � � � � PQCKET DtaUR f ' �' ; � � � r , ; � W/HARDWARE � CV 1 � � � �i 1 X WUOD TR1M i � � .._..__ �� OR pOdR FRAME � i �"'\ j � � i S �C�y �-- � � �r� TYPICAL INTERI�R D4G1R - HEAD ,�-,�.� PC�CKET DOC1R - HEAD /� CASEQ OPEI�ING - NEAD � ! r"' ,J 3 = 1-Q 3° = 1'-0�, `'f'.t� ��� = 1'-0" ' . � � _____ _____ _ __ ___�_ �— -----_ . � � � PR �} JECT : 0903 � �°x2"WtJOD TRiM, PAINTED 2" � ? 2 iGta��ass-ro M�-rc�t�ao� 2„ ' I Q A T E : PRfCING12.22.49 QRYWALL,TYP. ,�. ,I� ; ; $"REVEA� ...... . . , . . . .:...... ,. . , . i R : � EV1 � 1 (� NS � . . . . R.o. �`� �l� . . ; PEF�MIT �^.30.�9 �� �'� �� � -��' � � � PERMIT 11 .�8.14 2x BLQCKING � i � a --- - ! ; ; � � w � °- sE�000� � �ocKE-r aaoR ' ; � � � .r.��,� W/HARDWARE ,_ ''� 2 X WALL FRAMING � pQ.. % ; e SQLID WC1fJR 1 x TRIM, � . ,. -,, . ,:�� :• . �. �.. :.. ..,..�•.�. ... . s � ;.: :�; .., . . Ff�AM� PAINTED 1,.:�,�. .;. � _, ., _ . � . �.w .,,.` 1 X Wt)C7D TRIM � - OR DC}4R FRAME ' � � .... , •. , . .:,, r.. ..:� �- � � � = . . . . ... BHIM �"'REVEAL 1"x2°WOOD TRIM W/�'REVEAI. ��� �� � � a —�� WC7QD TFtIM, PAINTED HIGH ' y � � ,,,-�°�? ,� � iu i�r iu 1n ; �� ���REVEAL 1 q PAINTE�HIGH GLOSS TO MATGH QOUR GLQSS Tt� MATCH DtJOR � , ° m-a -,-4-� �_�w...., BASEBOARD 8 11 R.Ct. R.O. � BELOW %a"P A I N T E D G Y P B D � � � � _. __ ..�m,� _. �.w I � �� ��� � _a� �._.�. �w� �� _a�M. �... i ! � k j � � � � TYP(GAL INTERIQR DO►OR - JAMB ,�-.�, � PfJCKET DOOR - JAMB CASED OPENING - JAMB � � ; , ■ ��� � 1'-Q�� . E ; 3"= 1'-0�� �. 3��� 1'-0° � � E i � � i sou�Qao� € ; ; s/�'PAINTED GYP BD , i � PfiD JAMB&STQP i � Q POCKET DOOR � � ,. ., W44D TRIM , p� 1��: :. PTD WOOD BASE TRIM � `'�� ALIGN FAGE W/GYP.BD ; t . _. _ _ ___ _— _ _ __ WQOD PAINTED :., � , � � TRIM&JAMB,TYP � � �__ � __ __ ___ _. _ __-- E SEE FLC}OR PLANS � �iv � � F(�R FINISH FLOOR RECESSED ,=i ? ' Ro��.ER � � ' INTER(C3R dt��Ft TYPE �, ; ! � ' & SCHEDUL.E ; Fc FINISHED � , __ ._ � �---- ��- �� FLOOR LINE I i - - �.�`�__�=--�------�_. ; ; i ; ' ( � �'"► TYPICAL INTERIOR DC}QR - BA�E PtaCKET QtJOR - BASE �^�+ CA�ED C}PENING - BASE � V.C ��� _ j'-{��� 5.V 3��^ 1'-0" 4.C ; 3" = i'-0° ; � i 3 ���o. � QESIGN CRITERIA: GONZA�EZ REMODEL JOB �: 1410-03 studs � 12" o.c. to a maximurn height of 14'-6", and (2}-2x6 studs @ 16" to a a Raof �ive Load (Sr�ow) ________________________________ �pp P�f maximum height af 17'-4" unless otherwise noted. Walls taller than 17'-4" shail Raof Dead �oad ____________________________________ �g p�f be framed with manufactured laminated studs. Contact engineer for spacing 2�12 IBC FASTENING SCHEDULE* ; Flaor Live Load ------------------------------------- 40 psf requirements, if not indicated on plan. Cap with a double tap plate instal(ad to *THIS IS A PARTIAL SCHEDULE, SEE IBC TABLE 23Q4.9.1 FOR FULL SCHEDULE A B B R E V1 A TI �N L I S T ` Flaar Dead Load ------------------------------------ 35 psf provide averiapping at corners and at intersections with other partitions. If overlap Deck �ive Load ------------------------------------- 100 psf is not possible, strap top piates with metaf strap ties (Simpsan ST292 or a b Qeck Dead Load ------------------------------------- 15 sf CONNECTION FASTENING ; � p equivalent). A.B. ANCHOR B��T LAM. LAMINATEQ Wind (3 Secand Gust} ________________________________ gp mph (Exp. B) B, Gable-end wt�lls shall be bailoon-framed to ths bottom of rafters or end-wall �. �o�st to s��� or girder 3 - 8d �ommon toenai� A.F.F. ABQVE FINISHED FI�QOR LL.H L4NG LEG HaRIZ�NTAL '` SeismiG Qesign Catet�ory ------------------------------- EXEMPT trusses unless approved by engineer. 3 - 3" x o.131" nai� A.F.G. ABOVE FINISHED GRADE L(�V LONG LEG VERTICAL ' IBCfIRC Edition ____________________________________ 2�}12 C. Floor ar roaf framing rnembers must be aligned to bear within 5 inches of the 3 - 3" f4 gage staple ADJ. ADJUSTABL.E LONGIT. L.ONGITUDINAL studs beneath. 2. Bridging to joist 2 - 8d common taenail each end ANCH. ANCHOR LTWT. LIGHTWEfGHT �.�, I�.,tAI �NS.�'ECT}ONS: D. Provide ?j�6" thiGk APA rated sheathing (plywood or OSB} rated 32/16, exposure 1, 2 - 3" x 0.131" nai� APPR�X. APPROXIMATELY LVL LAMINATED VENEER LUMBER , at exterior face of exterior walls. Block all harizontal joints and nai{ panels with 8d 2 - 3" 14 gflge staple ARCH. ARCHITECT LS� LAMINATED STRAND RIM MATERIAL a. No special structural inspections ore required. ('eriodic observations of construction by the noils spoced at 6"' along panel edges and at 12" along intermediote supports. 6. Sale plate to �oist ar 6lacking �sa ot 1s" o.c. typicai �oce naii gD. B�ARD MAX. MAXIMUM , structural engineer are not considered to be special inspectians. 3° x o.13�" nai� at s" o.c. E. Provide (3}-2x10 headers over all doar and window openings, with one 2x6 trirnrner „ „ BLDG. BUILDING MECH. MECHANICAL c � 3 14 gage staple at 12 o.c. � � � � and one 2x6 king stud each end unless atherwise indicated. B�KG. BLOGKING MA7l. MATERIAL F'QI�NQATION DESI�N; ' •� o, � F. At beam bearing locations in stud wolls, provide multiple-stud posts equal to width Sole plate to aa;st or blocking at braced „ BM. BEAM MANUF. MANIJFACTURER � a, wa�� 3 - 16d er 1& braced wall panels Q} af bearing member unless noted otherwise. Pane1 p y BOT, BOT?OM MIN. MINIMUM °'�' . a, Design of individual and continuous footings is based on an c�ssumed maximum allowable (4)-3" x o.131 nail per 16 �j �7 d- o, "bearing pressure of 20Q0 psf {dead laad plus fukl live load}. 2. Floor Construction. {4)-3" 14 gage staple per 16" B.O.W. BOTTOM OF WALL {N} NEW z � � A. Provide 3l4" thick APA rat�d Sturdifloor rated at 24" o.c., tongue and groove, ?. -�a BRG, BEARING NOM. NOMINAL -�� b. Footings shal! be placed an th� natural undisturbed soiE, c�r campacted struetural fil( per the „ p piate to stud 2 - 16d common end nai� � r� r, recommendations of the geotechnical engineer, belaw frast depth. exposure 1. Glue and nail panels ta all supports with 8d nails spaced at 6 along 3 - 3" x o.�3t" nai� CANT. CANTILEVER N.W. NORMA� WEIGHT � � � c� c. Provide cantinuous faundatian drair►s around the perimeter of al) basement walls and at the pQnel edges and at 12" along intermediate supports. Install sheathing with long 3 - 3" 14 gage staple C.J. CONTROL JOINT a.C, ON CENTER � � �-- base af retaining wafls. Contact geotechnical engineer for detaiis. dimension perpenclicular to joists and end joints staggered. s. stud to so�e plate � - sd common toenai� CMU CONCRETE MASONRY UNIT OPNG. QPENING Z � � ¢ ` d. A representative of the geatechnical engineer shalC verify sails cQnditions and types during �• Provide solid blacking between floor jaists at all bearing locations, Biocking material � - 3" x 0.131" nai� CEM. CEMENT OSB ORIENTED STRAND BOARD <C �� � � s ha l l ma tc h t he f laar ois t ma teria l. 3 - 3" 1 4 g a g e s t ap le C L G. C E I L I N G P L A T E �' � excavation. Because geatechnical informatian was not available Qt the time �f preparption of 1 R J the constructicrn documents, we have used assumed values based an similar sites in the area. 3. Roaf Construction: � CENTER�INE PLYWD. P�YWOOC7 � � A. Provide 5 8" thick APA I ood sheathin rated 40 20, ex osure 1. Install 2 - 16d oornmon end nail GLR, C�EARANCE PKT. POCKET � `° Construction of the foundation may not proeeed without verifying these values. Report any f p Y�"�' 9 f P « �, 3 - 3" x 0.131 nail discre ancies from desi n assum tians to structural en ineer for r�-evaluotion of foundation sheathing with long dimension perpendicu(ar to rpfters or trusses and end joints � COL. COLUMN R.Q. ROUGM OPENlNG Z � P �I R 9 „ „ 3 - 3 14 gage staple �Qty�, CCJNCRETE RAD. RADIUS � v at� design. staggered. Nail with 8d nails spaced at 6 along panel edges and at 12 along g, Double studs �sd at 24" o,c. face naii U � `; intermediate supports. „ » „ CONN. CONNECTIQN REF. REFERENGE - r� � 3 x C7.131 nail at 8 a.c. ; RElNFORCEQ CONCRETE. B. Plywood sheathing shall be applied continuously over the primary roof inembers 3" 14 gage stap�e at s" o.c. C�NT. CONTINUOUS REINF. REWFQRCEfREINFORCEMENT �� � � � (rafters or trusses) below overframed areas to pravide adequate lateral stability. �p. Doubie top plates �sd at �s" o.c. typical face naiE CONST. CONSTRUCTION REQ'D REQ�IIRED � � a a. Concrete design is bc�sed on the "Building Cade Requirements for Reinforced Concrete" {ACI C. Provide windfseismic anchors at supports for a{I roof joists and trussed rafters. 3" x o.t3�" nai� at t2" o.c. C•R• �RIPPLE POST RET. RETAINING � U � c..� 318) as adopfied by Chapter 19 of ths 2012 IBG See nailing schedule. 3" 14 goge stople at �2" o.c. C.W. CRIPPLE WAL� REV. REVl510N � J b. Structural concreta shall have a minimum 28-day campressive strength of 3000 psi. D. Provide salid blocking between raof rafters, trusses and loakauts at all bearing DB�. DOUBLE R.S. ROUGH SAWN � � a � `� c. Concrete shall be pro partioned usin g T y pe I-II sulfate-resistant cement. Admixtures containin g locations. Blockin g material shall match rafter, truss �hord, or lookout material. Double top plates e - �sd common �ap splice DET. DETAIL S�HED. SCHEDULE ; chloride salts shalf not be used. 4. Wind Bracing; � 12 - 3" x o.131" nau DIAG. DIAGONAL SECT. SECTION � d, Cold weather concreting pracedures shall be pravided as recommended in the ACI Manual of A. Walls aver 4 feet long which are sheathed with gypsum wallboard on bath faces and 12 - 3 14 gage staple typical face nail DWL, DOWEL SHT. SHEET ���, � �:�%;� s. Conerete Practice. are indicated as shear walls r�n plan have been designed to resist wind forces in 11• Blocking between joist or rafters 3 - Sd common toenail DWG. DRAWING SIM. SIMIL,AR �* ��'�' to top plate 3 - 3" x 0.131" nail `��'��°��ga° ��� e. Anchor bolts for beam and column bearing piates shall be placed with setting templates, accr�rdance with Table 2306.7 of the 2012 IBG „ EA. EACH S.I.F'. STRUCTURA� INSULATEa PANEL � ,��.��� ���ti-�? 3 ° 3 14 gage staple ;�G��,� �g°� f. Expansion bolts and epaxy anGhars shall be lacated at a minimum of 6 bolt diameters from B. At shear walls, screw 1 f2" gypsum wallbaard ta ail studs and to top and battam � E.J. EXPANSION JQIN7 SPEC. SPECIFICATIQN +��„�� „ � � » >E 12. Rim joist to to p plate 8 d a t 6 (1 5 2mm) o.c. toenai l EL E V. ELEVATION SQ. SQUARE � � � �°o�' t cancre te e dge an d space d at a minimum of 10 bolt diometers ur�less nated otherwise. plates with #8 x 1 1 f$ drywall screws at 7 maximum spacing. „ � „ �� t . j� 3 x 0.131 nai► at 6 o,c. ENG. Eh1GINEER STD. STANDARD `� g, Anchor bolts for wood sili plates shall be placed at 4 -0 maximum spacing with one anchor C. Exteriar plywood or OSB wall sheathing is required unless specifically deleted by 3" 14 g4ge staple at s" o.c. r � ��, bolt at 12" fram each end or corner and a minimum of twa anchor bolts per piec�. engineer. EQUIP. EQUIPMENT ST�. STEEL �_ �:s°o�, 8�� 13. Top plates, laps and intersections 2 - 16d common face nail E(,��J�V. EQIJIVALENT S7RUCT. STRUGTURAL '���" ��''������'� h. Cancrete�lfloar slabs c�n grade shall have sawn ar toaled con#roC joints at a maximum spacing 3 - 3" x o.�s�" na�i ` .��,�����,�`� � of 10 -0 in eaGh direction, Locate control jaints along cofumn grid lines where possible and STRUCTURA� GLUED LAMINATED TIMBER: 3 - 3" 14 gage staple EXSTG. EXISTING TBcB TOP 8c Bt7TT(7M �. provide sle�b isolation joints around Golumns. 14. Continuous header, twa pieces i6d common 16" a.c, alang e�ige {E} EXISTIP�G 7&G TONC7UE 8c GROOVE i. Concret� coverage For reinforcing steel: P• Materials, manufacturer and quali�y controf shall be in conformance with AIT� Product EXP. EXPAN�ION T.O. TOP OF ' � �, 16. Continuous header to stud 4 - 8d common toenail 1. Concrete cast against and permanently exposed ta earth: 3" Standard PS 66-82, Structural Glued Lcaminated Timber . EXT. EXTERIOR T,t�.C. TC?P OF CONCRETE 11/18/14 � 3 - 8d common toen�il ; 2. Concrete exposed to sarth or weather: q. Laminated members shall be fabricated using Douglas Fir with the follawing combination �s. Rafter to P�ate �.D. FLO�R DRAIN T.Q,F. T�P OF �'C70TING 3 - 3" x0.131" nail s bols: (See Section 23Q8.10.1, Table 23Q8.10.1} FDTN. FOUNDATION T.O.L. TQP 0� �EDGE A. #5 bar and smaller 1 1 f 2" Ym 3 - 3" 14 gage staple B. 6 throu h 18 bar �" 1. 24F-V4 DFfDF Simpie-span beams FLR. F�OC?R T,O.M. TOP OF MAS�NR�' � # g # 23. Built-up corner studs 18d cammon 24" o.a FRMG. FRAMWG T.O.W. TOP OF WALL ` 3, Concrete not expos�d ta weather c�r in contact with graund: 2. 24F-V8 DF/DF Continuous ar cantiEever beoms s" x o.�at" n�ii ts" a.c. � � � A. Slabs, wails, joists (�11 bar and smaller) 3/4" 3. 3 QF Columns 3" 14 gage staple ��" a.c. FTG. �OC7TING THRU TNROU�H B. Beams, calumns 1 1/2" r. All members shall be Archit�etural Appeorance Grade, uniess indicated otherwise by the 2s. �oist to band joist 3 - 16d common face nail ��� GAUGE TRANSV. TRANSVERSE �`i� ; � architect. 5 - 3" x 0.131" nai� GA�V. GALVANIZED TRTD. TREATED �� � REINFORCING STEEL: s. Protect members from damage or expasure to moisture prior to and during construction. 5 - 3" 14 gage stap�e GEN, GENERAI. 7S TUBE STEE(� C�LUMN � ,' t. Adhesive shalE meet the requirements for wet canditians of service. NQ.i-E�. G.L. GLUE-LAM TYP. TYPICAL a. Detailin fabricatian and lacement of rein#orcin steel shall be in accQrdance with the AC� u. Da not camber lamincated members unless indicated on the drawings. GYP. GYPSUM f GYPCRETE U.N.U. UNLESS NOTED OTHERWISE � �� P 9 For SI: 9 inch = 25.4mm. 2 3/8# x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. NDR. HEADER VERT. V�R1'ICA� � Manual of Concrete Practice. v. Glued-laminated timbers that are expased to weather and not protected by a roof or similar b. Exce t where otherwise nated on the drawin s, reinforcin bars shall conform to ASTM covering shall be pressure treated or be manufactured from Alaska Yellaw Cedcar with the a. Common ar box nails are permitted ta be used except where otherwise stated. HdRIZ. HORIZONTA� V.I.F. VERIFY IN FlELD � g � folowirtg cambination symbols: b. Staplss shall have a minimum crown width of 7/16 inch. HSS HOLLOW STEEL SECTION W.F. WIDE �LANGE �� � Specificatian A615 and �hall be grade 60 ex�ept ties, field bent bars where permitt�d by note 1. 20E-V12 AC AC Sim le-s an beams HT. HEIGHT W.P. WATERPRO�F ` on plan, or bars to be weided, which shall be grade 40. f p p F c. At splices, lap bars 44 diarr�eters. Do not weld ar use mechanicc�l splicing d�vices unless 2• 20E-V13 AC/AC Continuous ar cantilever beams INT. INTERIOR W.W.F. WE�DED WIRE FABRIC � . spec'rfically approved by engineer» 3. 70 AC Columns INV. INVERTED WD. WUOD . 4 d. At corners, m+ake horizantal bars continuous or provide corner bars. Araund openings and JST. J�lST Wj WITH � ' steps in concrefie, provide (2)-#5 bars extsnding 2'-6" beyand edge af opening or step, STRUCTURAL STEEL: K KING STUD W/0 WITHOUT � � e. Extend reinforcing steel a minimum of 2'-6" through coid joints. Unle�s specifically located � on plan or details, coordinate cal�i joint lacations with engineer. a. Struc#ural steel shall b� detailed, fabricated and erected in dccardance with the most current f, Weld�d wire fabric shall confarm to ASTM Specification A-185. Lap wefded wire fabric a editions af AISC Speci#ications dnd Code of Standard Practice. {'� mir�imum af one full mesh plus two inches. Lcaps shall be wired together. b• Structural steel W shapes shall be ASTM A992. Other rolled shapes, ineluding plates and � � � �, �k ,� _, angles shall be ASTM A36. Raund or rectangular HSS shapes shall be ASTM A500 grade B. CONNECTION SCHEDULE NC7TES g. Epoxy adhesive far reinforcing dowals shall be Hilti or Sirnpson s�r approved equivalent c. A11 bolts used in steel framing shall cQnfarrr� to ASTM Specification A325. Anchor bolts and T� .„,� adhesive systems. Minimum embedments, if not specificc�lly indicated an the drawings, shall � „ �=� �i-�I ' be according to the manufacturer's specifications. bolts used in timber cannections may be ASTM A307. Bait sizes shall be /� � unless noted � SIMPSOCJ N5 � � � atherwise. Q �IMPSdN �US210 � � h. Metric bar size conversion table: „ METRIC #10 #13 #16 #19 #22 #25 .�29 #32 #36 d. Typicai framed beam cannections shaN Gansist of pairs of Y� angles using the maximurn � INCH-POUND #3 �4 #5 #6 #7 #8 #9 �10 �11 number of 3f4tx� bolts called for in Table 10-1 or combinatian bolts and welds in Tabie 10-2 `�C SIMPS(3N LSSU210 ..� � � of the AISC Manual (Thirteenth Edition}. Q SIMPSON ABU66 � �`'�. STRUCTURAL WOOD FRAMCNG: e. Expansian balts shall be wedge type "Hilti" or "Rawl" ar "Simpson", or approved equivplent with � the following minimum embedments: 1. UN�ESS NOTED tJTNERWISE, USE TNE MINMMUM NAILING REQUIRED BY THE MANUFACTl1RER. � . � �` a. Except where nated otherwise, dll 2" naminal lumber, except studs, shal! be Douglas Fir-�arch 1. Yz"�+ ----------- 2Y2" 2. ALL �UMBER CONNECTORS IN DIRE�T CONTACT WITH PRESSURE-TREATED LUMBER SHALL � .} #2 and t�e#ter, ar�d al( soiid timber beams and pasts 3" naminai and wider shall be Dauglas 2. �"� ------ ---- 3" HA�/E A SIMPSON ZMAX OR HDG FINISH ANQ SHALI� BE ATTACNED W1TH �ASTENERS THAT � ' Fir-Larch #2. 3, 3j4"�, ----------_ q.�° ARE GALVANIZED PER ASTM A153. CQNTACT ENGINEER FOR ALTERNATE U�E QF BARRIER �i� '� �, t �� �, ,> >, „ •, MEMBRANES. � ., la. Studs shaii be �tud grade and better Dauglas Fir-Larch or Nem Fir. f. Epoxy anchors called for an the drawings shal! be Epcan or Rawl ar Simpson or approved � j c. Built-up pasts shall consist of D�uglas Fir-Larch or Hem �ir #2 or better 2x4 or 2x6 studs equivalent anchor systems. Minimum embedments, if not specificc�lly indicated on the ���� F--I � per plan and shall be nai{ed together with 2 rows of 16d nails � 6" an center along each drawings, shall be according to the manufacturer's specifications. � stud. g. Al) welding shali be done by an AWS qualified welder. Welds not specifically indicated shall be d. Built-up beams consisting of multiple 2x members sh�ll be naifecf ttagether with two rows of 3/16" fillet welds across the full length of the joint. �} �' �� 18d nails spaced at 12" on center, or with two rows of 1/2" diametsr thru-bolts spaced at h. Delay painting within 3" of field wetds until welds are completed. � � 24" an center. i, Where carrasive soil conditions �xist, steel angles that are used ta suppart axterior stone ,; e. Tap and batfiom plates shall be Douglas Fir-�arch or Hem Fir #2 and better. Plates placed veneer shaN be galvanized and shalf be attached ta the foundation with galvanized ar stainless � ` directly on concrete walls or slabs shall be pressure�--treated Nem Fir #2, steel expansion anchars. E �_�� � i� f. Beneath solid or built-u �olumns noted on (ans, blockin of c�r�a e uivalent to column k P P 9 �i j. All grout beneath calumn base plates and steel beams at bearing shall be non-shrink, ? above shall be provided within floor joist spaces and in wall spaces below. Door ar windaw non-metallic type graut. Grout shall hav� a minimum campressive strength af 2500 psi. � , „ , � ; trimmers consis�ing ofi a single stud do not require special blocking in the joist s�ace. - g, Except as noted otherwise, minimum nailinc� shall be provided as specified in the "Fastening GENERAL REQUIREMENTS: " � : Schedule" on the drawings (2012 IBC Tab#e 2304.9.1). � � °� � /� i h. Balts used for woad framing c�annections shal{ be installed with standard washers and nuts. a. Sfiructural erection and bracing: The structural drawings illustrate the completed structure �,`"� s i. Unless noted ofiherwiss, steel connecfiars such as th�se manufa�tur�d by the Simpson with all elements in their finai positions, praperly supported and braced. The contractar, in � � � - -�� ����--- °� °�w �- �� ����x �_ '\I ' Com c�n shall be used to 'ain rafters, joists or beams to other beams at flush-framed the ro er se uence, shall rovide shorin and bracin as ma be re uired durin construction `�- -� � � Y J 1� P q P � 9 Y q 9 ��--1 � conditions. Use all specif'ted nails. Connectar conditians not atherwise not�d shall utilize 7ype to achieve the final campleted structure. Gontact structural engineer for consultation (nat in .. , .___. . . ...��.. � U ar Type FiU hangers of a size spscifically designed far the member supported, as shown in cantract) as requir�d. r? the manufiacturer's published tables. Contact structuraf engineer far details as reqtaired. b. Dirnensions: Gheck all dimensions against architectural drawings prior to canstruction. Do � ' j. Waod naler p(ates installed on steel b�ams ar concrete walls for top-flange hangers shafl be not scaie drawings. ` ripped to match the width af the wall or beam fiange. Nailer plates supporting tap flange c, Construction practices: Genero) cantractor is responsible for means, methods, techniques, � hangers from one side only shall be installed flush with the face of wafl or beam flange at sequences and pracedures for constructian of this project. Notify structura{ engineer of �� the hanger locafiians. amissions or conflicts between the warking drawings and existing conditions. Coordinate k. Laminated veneer lumber {LV�.) shall be 13/'�." wide and have the foflowing rninir-num properties: requirements for mechanical f electrical jplumbing penetrations through structural eiements with � 1. Flexurt�l stress --------------------------- 26Q0 psi stru�tural engine�r. Jobsite safety is the sole responsibility of the contractor. All methods ���r���d b� M-�-� � 2. Moduius af elasticity _______________________ 1,gp�ypQp p�� used far construction shall be in accordance with the latest editians of the IBCjIRG. �1�1(� MT� 3. Tension parallel to grain --------------------- 185Q psi d. Details not specifically shown an the drawings shall be constructed in a manner similar ta the drawn by � 4. Compression purallel fio grain _________________ 2��p ��i details that are shown for like canditions. Thesa items shall be brought to the attention af TDH 5. Comprassion perpendicular to grain (parallel to glue line} 750 �si the struetura! engineer as sc�an as possible for approval. Approval sha{I be obtain�d prior ta ������� �y ' 6. Horizontal shear ---__,....------------------- 285 psi insta!lation. 7. Cannectian of multiple-member beams; e. All wafierproofing and flashing is the responsibility of the architect and cantractor. �����d A, Tap-loaded beams f. It is the respansibility of the contractor to contact the structural engineer at the appropriate i) For members 12" deep or less, nai{ each member to the next with 2 rows af time fio perform sit� observatian visits. Observatian visits to the jobsite by the engineer are PERMIT 11 /18 f 14 ' `� 16d nails at 12" a.c. for determination af general confarmance with the canstruction documen#s �nd sho#I not be ' ii) Fc�r rr►embers greater than 12" deep, nail each member to the next with 3 canstrued as inspection. rows of 16d nails at 12" a.c, g. Though evsry effort is made ta provide a complete and clear set of construction documsnts, I-JOIST OR �VL B. Side-loaded beams discrepancies ar omissians may occur. Release of th�se drawings anticipates cooperation and HEADER TO MATCH SEE FRAMING PLANS i} For two or three member beams, nail each member to the next with 3 raws GQntinued communicatian between #he cantractor, architect and engineer to provide the best DEPTH 4F F�OOR FOR HEADER SIZE „ possible structure. These drawings have been prepared for the use of a qualified contractor ,. ., � , of 16d nails at 12 o,c. JOISTS experienced in the construction techniques and systerns depicted. � � ii) For four member beams, bolt through with 2 rows ofi 1 f23i diameter bolts at h. Existing structures: Contractor shall be responsible for verifying dimensians, eievatians, x 12" o.c. framing, faundation and anything else that may affect the wark shawn on #he drawings. � � r-� PROVIDE A MINIMUM iii) For memlaers consisting of mare than four members, contact �tructura) Underpinning, sharing and bracing of existing struetures shall be the responsibility of the � � v'-�.. OF ONE KING STUD, � ; engineer. cantractor. �' J J OR AS SPECIFIED ON !. All lumber used in construction shall have a maximum maisture cantenfi of 19%, ! � ` � m�, P�AN � m. Unless macRe of treated ar naturally decay-resistant wood, aIC deck beams and joists {including --�------ POSTS SPECIFIED ON PLAN glue-kams) wider than 1��" shaU be sealed and flashed at the top surface per architect. r ' � ' iND1CATE TRIMMERS ONLY AND n. Drive pins speci�ed on plan shall be powder �ctuated fasteners by Rarriset, Powers, Hilti, or DO NOT INCLUDE KING STUDS Sh�+�t " appraved equivalent. Fastener and load size shall be determined accarding ta manufacturers � reeommenc#atians for materials being attached. � o. Framing Notes: = 1. Exterior walls; :? A. All exterior walls are 2x6 studs ts� 16" a.�. ta a maximum height of 12'-6", 2x6 2 TYPICAL P�UMBING/MECHANICA� HEADER SCALE: 3 4" = 1'-0" � TYPICAL WIIVDC?WjDOOR HEADER SCA�.E: 3j4" = 1'-0" i � �� �' JQB #141 �J-a3 ' f �? 4F 2�_Q SEE PLAN �.____.-------_,.....: ; #4 QWLS x a (N) CQNC. SLAB PER PLAN T.O.W. ,�� �� STQNE CAP PER ARCH. t�► 24 4.C. N� �� � ; ����i�� r ��U�,,�/ a STONE VENEER PER ARCH. SEE PLAN T.(7. SLAB �.,,,�..�,.-. ,_,.._.,,,.�.�.,�__� .,d .a #�'s CONT. HORIZ. :, „ � . . � Q v . � {� C�➢ 16" O.G � „ 14'-6y2„ � _4 23��„ . SEE PLAN �' T.f�.W. ����� � � "''���� �`��' 4„ 4» ` '�•��!�o������'`�� ,, : ���''����� � 5's VERT. � 16" O.C. '� ,.�f�� �r (1)-�4 CONT. NORlZ. # ° r . PER ARCH. � `�\fi\!�/ �\�� � ._ 4�, ��'�, �� y� : �`.,,�`„ . � � T.O. GRADE q A A �`��w�'� INDICATES CONNECTIt7N TYPE- � r- ��.. � � �-._ � � � � � SEE SHEET 51, T1fP. � M � : (1�-#5 CONT. NORlZ. C� MfQ-HT. �r�`,.\���;c� _ _ _ _ � _ � o, � :. � ��:<>y�� I�. � �. _l � . � � �t- : _ #� aw�s x ° a��` � = = = = = _ = � � � � ° z � �� ee rx 4 4� #5 DWLS x � {�D 12" "� CONT. L4x4xY� w �»�bx5" �� �-—-_--- - - - � � , , , y, S� ~ � o r°� � C� 48" O.C. � 10" °�, EXP. ANCH.'s {� 24" Q.C. � � � � � ( ADD 1 -0 DEEP x DIM. s SHOWN , „ r4 rn „ , � � � OF CaNC. TCt PERIMETER OF (E) $ -d 10 -3 (V.I.F,) � �j �7 �,�,, . 6 (8 -0 MAX STdNE HT.) Z I ( I FTG, w f #5 DWL.'s x 1'-2" °' ~ �' �x �� � , , a� _ , � � I I I I ( � ( � �5 HOR1Z. CENTERED � z ,� _ ¢ , DRIVEN INTO /$'"i�x4" HOLES C� � i�. Q Q �.,_ �.. (2)-�5 s CONT. � (Z) #5 s CONT. HORIZ. _ I „ „ {b IN (N} CONG, STRIP NQRIZ. TQP & BOT. � TQP 8c BOT. o � � I � 12 O.G {3 CLR. FROM B4T.) „� J � - SEE PLAN � _r o 4 � � � I ( I I � I �- � q� ° T.o.F. � o� � �� �. � a #�'� TR AN SV. c� �s" o.c. `� � � ( � � � — — — — � _ � ___. ____ _.__ � �--1--1-I--I--I-- -I--� __._ � .�. ..� � z '� _ `�'., 4. SEE PLAN � �yII I�='� - D- - - - - - - - -Q �- - - - - - - - - - - - - �.����� �. � u .� - � _._ �y_.._. _.. � � � �� Q � eo , � � _. � .� - - - - - - - - , T.O.F. � e � Q : IIX � I ��-------��^��-- - - ___._ - -� �l-1 �===-=�-I I ) � � ; � PERIMETER qRA1N „ „ „ o . � I � a � I ( ( ( '- `� � PER SOILS ENGINEER 4 8 4 I �.° ,� .Q.�. (5}-#5's CONT. �ONGIT. � ( ( I � ( }� �� .� x c� • �_ „ � . � � il I � I I � I ! � � � m J = 1 4 � II � I � I � I I � 1 l � � i aa > ` 4 scALE� �4„ _ �r-o" ��„ �„ 6�� � i � � I � I f 1 I . ' S2 "' � � �`�f ' ' .. �°� I �, }.� .....�. � � � � � ,,� . �t , . ...� .........,.,-..e................................ ; K,, f t! f ( � � W �} ��..� ..+....`r'�'� I I ' I �*V� t 44 f�r��a��^ ��. 2 _� � ` i �'� °�$��SqQ e,A�' ( {� �t : » ( ( I I I f � 1 I I ;:� �3 z��n, .��p�ir � � 5CA�E• %a. = 1 -0 � .���,s� ��'� . <_,-� I � � o�. � � sx6 PasT s2 ( �� ���.�.��_:�, W�_��,� I 1 l._..:=x���;,. ��r�. i I � I i � � � ��� ' �� I �I � � � t � � � � � 1 � � I I I I '''t`�,'��������������, s � � II � ( � I_ _ � � � e � � - - - - - � � a � � ��,��ON�� C� � � ( � � � o 0 o a a �=vo o (� �R_I �-- —� � ; � ,x�--- _ _ _ -�� ( DWL. (N) CONC. WALLS Ta {E} � � — — — — — — — — — — —. ____ � _l I r-'I-- - - - - - DWL. (N} CONC. WAL�S TO (E} w f 11/18/14 - z ` wf #5 [�W�S. x 24" DRIVEN INTO I � ( I � � I I {1)-#5 DW� TOP & BOT. x �Q„ `�' � � ! � �"�x4" NOLES C�D 12" O.C. AND �( �-r I � � _____ � \`�`,��\ r � ��'. � {2} DWLS. IN FTG., TYP. U.N.�. �'_g" ( � �Xy I ( � ._.._ e � �. � T.Q,W. = MATCH EXSTG. �'' ; ( � ;������ 1 � r- - �- �- � � � I �1 I �.a.w. = 2 -s ���.aw �r.o.w. . � �� ( �� ) � � IIK%� � � IYx� _ � � � � � ,_ � � � � � ( � �, �� ( � � � � ADD 1 0 DEEP x DIM. s SHOWN � I I � ( � ( I � � � —12"� CONC, PIER —` I � (CENTERED {?N NEW STEEL COL.) ( I � ( �° � ,� P"�°� a I � I � OF CONC. TO PER{METER 0� (E� I I ( � `� � ���,,,� � � � � '� FTG. w f �5 DWL.'s x 1'-2" � ( � ���w . .� , u , • i -�--�` ; s C1PT10NAL DRAIN r ' � � � /`�� � � � � ( DRfVEN INTO 5,�"s�x4" HOLES C� � � � ( � � � � > .:� ` .___... .��,�:e°"t� �.Y� o w�__w m. , � , (2}-#5 DWLS x � BY OTHERS ( `f'' �) � TYP,O.C. (3 CLR. FRQM BOT.), � ( I I �� Y . � �a�� I , !! .I_ - - - - - _ � , �— _ _ _ _ $'-°" I � � I I � � I _� � � �ri � I � ffy..�r -,.r--- ' f--- —— �— — — — —— -�— — � — — _ � _ — — � I ' I I 1 . __ �..s� ......�_.�......_._�. ,._._... .,.�.w.w,a. e.,�,. , . «i � �` t� �.) � �� � - - -- - -� � - - - - - - - - - -I i � a #5 HORIZ. CENTEftED I I I � � � I ° ._. J L ..._ a /� � � ( � � � ( ^� IN (N} CONC. STRIP I ( � � � � � '�� r � f� ? � � ' � I ' I I � � I I ( ( � I I ( � � M ATCH E � I ' � ( � I T.O,W. = 103 -6 V.I.F. : � i �..�.-_�--�..--�.�-- -�- � � i � � SEE SCHED. FOR REINF. ° T.Q. SLAB .......-�-...�..---�.-.�.-..�.--...._�.) ( ( � � I_� _ � _ � � � T.C�.F. = MAT�H (E) � � � w ' I K T `°'�CT° �-�� �--�� r �. _ � i r... �. _ � i � �� �-�+ .. %� ( �'•r_ �_ '_° i X I _ _ .� —y— —ry �'''° �°°� �_ �s'�}� I _ � r_� �� � s � EQ. �Q. � Z � �) I �-y � � V � 1—t- °f��°°1"� �— I � � � � M S� � � � ( � � ' � __ t:_.._���� 1 ����� I I rr ���� 5EE SCNEQ. �'�''� � I - ^ � �'"'' ;: � REMOVE (E} CONC. WAL� j � ( I �, � I � I � �i � < C�D DOOR THRESHOLDS � — — — -- — — — - -� -� �t' � � �' T.G.W. = 100'-0 VJ.F. � 4 � AS REQ'D. K_� _ e_ �_ _ _ ° _ _ KY�. _ � � � � � '- I I � ____ � �--i , - -�� I MATCH E II e � � � � � � � � g � ,� , }, T.O.F. = MATCN (E) S2 ( � k 3 SCA�E: /4 = 1 -Q � s2 ,�,�, � � I � � s ' � � ' 1 I �r.o. SLA� I_ _ _ -�----•._._,� _-._____ , � � I ( � I � 3 �} � � N 4" GONCRETE SLAB ON 4" CLEAN I � i � I�` (2}-#5„[7WLS. x 2 -0 11ERT. DRIVEN � T.O.W. = 99 -4 I �.. � � ( � — — — — — — -� ( ( ( � 4 3 f�. I � � � ) � ( I � � I I INTQ le �x4 H4LES DRI�L�D IN (E) � GRAVEL BASE ON UNDISTURBED GRADE COt�C. WA�L. NQ FORM VUID UN � T.O.F. = MATCH (E) � � - - - - - - - - - - - - - - � ( �: � OR COMPACTEQ STRUCTURAL. FI�L PER I � � ( � � BC}T, OF E WALL. TO ALI.dW NEW _ 1 _ _ _ _ _ 1 _� = O, � ` i i ► � { > " 2x6 STUD� C� 16" Q.C. wf - - - - - - ( SOILS ENGINEER. REINFORCE SLAB WITN I � � � Y�" PLYWD, QR OSB - -. — � —.. � ?. GRADE BM, 74 BEAR NERE t�.�� SHEA7HING I I I 6x6-W1,4xW1.4 WELDED WIRE FABRIC I I � � � ��'�� �/ ' � (N) 4" C4NCRETE S�AB ON 4" CLEAN � 6" 10" i I THROUGHOUT, PROVIQE 1" DEEP 5AWNy � ( GRADE BM, 8" THICK x 2'-6 wj ~ Yz" EXP. MAT'L, TYP. `y GRAVEL BASE ON UNDISl'URBED GRADE � � I { � QR TOOLED CONTROL JOiNTS AT 10 -0 I I � � I � � I (2)-�5's CONT. HORIZ. TOP 8c � . Yz"�'x10" A.B.'s C� 48" O.C. OR C(JMPACTED STRUGTURAL FI�L PER �� � � ( I � MAXIMUM SPACING EACH WAY. ( � � , ,> � � g —� I � BQT. & 5 s VERT. C� 12 0.�. . IN C4NT. TREATED 2x6 �' 4" CONC. S�AB PER P�AN S41LS ENGINEER. REINFORCE SLAB WITFi `` ( � I .. '�..._�_�2`_::::�,...........____.. I � � ( I ( i I Ot� 4" VtJIR FORM C� BOT. �°� � �` 6x6-W1.4xW1.4 WELDED WIRE FABRIC , { � � � ;.�?, �:;�; m;�..f��? i l. � SEE PLAN SEE PLAN �4. T.Q.W. = 102 -4 VJ.F. I 0 TFfRtJUGHOUT. PROVIDE 1" DEEP SAWN � ' T.O.W. a � � ' a � �Q T.O. S�AB �Y- i �, T.O.F. = MATCH (E} ( � I I � I � T.O.W. = 1Q3'-6 VJ.F. ,� �� QR TOOLED CONTROL JOINTS AT 10 -0 � I � I i i B.O.W. = 1Q1'-0 I d MAXIMUM SPAGiNG EACH WAY. J_ _ : � ' ' e-.- --�J ' �- =1� l ' � . J,�,ij,t�;•. _ � a . ��������t���� � � — � .� _ ,r / - -� LT � — - - — — - - — - - T �. _.__ ._._ '4 ������'`�� � � I�-.°�����"���������.�� —�I REMOVE (E) CC�NC. WAL� AS REQ'R. ��s . ftif / / � �, �.,, / � . (1}-#5 GONT. H4RIZ. @ MID-HT. ` / �� ,�� �w�. ��) cor�c. wa��� �ro (�} w/ � / �1)-�5 DWL TOP 8c BOT. x 24 �� ° � � ( C?RIVEN INTO 5,�"�x4" HUL.ES : #5 D�WLS x �° �� � ° � I � II c� �s o.c. �, . NURTH - f s„ � �� ` � � F�C� IJ � DATI ON PL�AN ����E: � 4„ � � ,_o„ , � �.° .� (2)-#�'s co�vT. desi ned b MTN �,� HC?RIZ. ToP sc �Q�r. BEARING PLATE SGHEDULE SPREAD FQ4TlNG S�NEDU�E PLAN NOTES 9 Y `' NJR MTN drawn b � 'EE ��A� o , .�, ' TYPE SIZE P�ATE ANCH.'s TYPE SIZE 2EIi�FORCING 1. ELEVATIONS OF CQNCRETE FOUNDATION ELEMENTS INDICATED C7N PL.AN THUS: Y �`�'F� � T.O.W.=TOP �F CONCRETE WALL T.4.F.-TOP QF CONCRETE FtJOTING ����{���j �y TC}N � � � °' � . 10" A 2'-0 x 2'-0 x 1'-0 (3)-�5's x 1'-6 EA, WAY THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE E�EVATI4N AT THE MAIN °� B 2'-6 x 2'-6 x 1'-0 3 - 5's x 2'-0 EA. WAY FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. ►�5��� �Y4„ ��4„ � � ) # PERIMETER DRAW 4„ �„ 4„ `- 2. TOP QF �OOTiNG ELEVATI4NS ARE BASED UN FINDING ADEQUA7E SaIL BEARING PERMIT 11/18,�14 ° , PER SOILS ENGINEER 1� �"x10"x0'-1Q � �¢�-Y2:»�x�'" CONDITIONS AT TNAT DEPTH. CONTACT ENGINEER IF flVEREXCAVATIaN IS REQUIRED. EXP. ANCH.'s �'-4" � " � h 3. S?EPS IN TOP �F CQNCRETE WALL INDICATEC�: � A'�� _ 7 Y2 �- 4. G O N T I N U O U S C O N G R E T E F O O T I N G S A R E C E N 1'E R E D B E N E A T H �O N C R E T E F O U N D A T I U N 2 SCALE: %" = 1'-0" WALLS UNLESS NOTED OTHERWISE. S2 ��„ 5. CONCRETE FaUNDATION WALLS ARE 8" TMICK AN� CONTINUOUS FC7QTINGS ARE 8" THICK x 16'° WIDE UNLESS N4TED aTHERWISE. . � ����� 6. ALL OPENINGS AND STEPS W CONGRETE WALLS SHALL BE VERIFIED WITH ARCHITECT 5 (2)_y„�x6" AND CONTRACTOR. ` � /"x5Y2"xQ'-10 EPDXY ANCH.'s 7. P��TS FROM ABOVE ARE INDICATEQ: � �y4�r ��4� =,�, STEE� COLUMNS FROM ABOVE ARE INDICATED:Clo.. gh��f \ 5,� ��, � �= 8. EXISTING CONSTRUCTfQN IS fNDiCATED THUS ( -- - - - ), NEW G(JNSTRUCTit�t� IS INDICATED THUS ( ). ' ,3 � 9. DO NOT SCA�E DRAWINGS. � JOB #� 4� 0—{�3 :� 1 �',�J �� �+�o ���a ; �+6 ��-� �,�-� ' (N) Bx12 D.F. �1 (N) 6x12 {LOW) r.,, NEW 2x4 CRIPP�E POST - - - - - T � - - - - � — ' � - - � - - - - � ' � — � `` "— � NEW 2x10's C�t 16" O.C. C�D 24" �.C. (ALIGN w f �r q ry -- ( I Q TYP. � � � � Q�, �� .�' � � w/ (4)-10d NAILS C� EXSTG. JOiST BE�t7W) �_____..--..� __...'..____...........___......_ __---......- ----.---__.......,..._.; ( � � � I ° I (N) 2x12's C� 16" a.C. (LQW} . a� c�, � ` EA. CRIPPLE PQST ; �___.__.�_.. _____.._ ____. ._.____. _________ , ; i I (N ST�P {� z7 �- �, 111'-0 {N} GONT. 2x10 RIM � � �� � � T. . DE�KIN � �_ Z °' T.O. (N) PLYWD. '�' Cs� PERIMETER, TYP. ; ; � (� �{N) 2x10 s Qr' 16" d.C. � �� � c° ; ; �— ° � I I � I � o �� � ; � � � � � .�....�.a.....,.�....��.awo,...���..�.....o......�,_......�a...�.� �$ � I s �) {N} C�N T. 2x12 L�DGER w� � a' . � : • � r��w axs e�.KC. i ; � (cv) cor��. z �a ���� � e � � �� (�>—�.��c���.oK sc��ws c� a �L � � I� I I � c� EA. CRIPPLE ; ; ; ; � {3) LED�ERI. K CRE1�VS � ! 96 O.C, INTQ EA. STUD � � : , P�ST ' � ' I� 16" O.C.� � B�}�TYP. ( � Q TYP, � (C� HOT TUB} � � r ._ ..�,.._ ._�,- — — ._N_"; �._ ._..;�__ _ = _ ._ _�_ .__ _.. _ ___ _ _ .._ _ .__ __ _ _ ._ _�.�. ._ _�,,-;�F�.,,.�f"'yr��..�,�N� U} � �.. ..��_1�. i-�... �- � =�� _ '��Q"� 0 W . ��=F. :�,� ,�,f;. :�' Z .,, _ ` : : � ___ __� _ ._.__ _ �u N.�. .. .. : . �. , ,. . �, � ._._ ..... ....._ .__ ..._. ___. ._... ..._., .. _,. ..... .,...� _.._ ._... _._... ..W._ ...._.. ---.... � � 1 r. t:�:�r�. ; � : ...�.___..�._._.._..___�__�_..._.. , ..< � _a..,.:j,.�.e�s_,.�.i;. �,,�f.. � ..,� �-� , 109 i . 0 ; r 1 ;.__._-- __--___. � < _ 'lr:' � ��: : _ ....... __... ._... _ � �� ...._. . — — � ....... ...... ....... ....... ...... :._... ...... k �� .��'' a� , �.. . _.. .._. ...� . _..^. � -(�— . .::::::..::::,.:::::...::::..�::::..:::::..:., . i. �r'�``�,�''E�`'.� /.� ...._ ....,. _ _..... ..... ...._. ---»�...�.. . :�.� . .�..�x: .__ ...... ..... T } � � � �� : � ' �"i r `�'. � �U N°a .� T.O. {E� PLYWD. � r; , t-`� �, �-� �'�- ��:�~'�.�� ,n ; , , ; � � � �,� �,,� co : i�f� `��� � : ; ; ��� ,,, r,�`` ��` �`'�� t7 ,— : � � �� . ,� . z r ; • r.... ..._� ...._ ...... .... ....... .... ..._. ..... t...a...... ..... .__ ..... .... . � � � .,` d�- � �,r� f*� ' �'�'` L � �� f � � � �/ f' ; ,i�, l,:`,,�' ,_ ' ,�• ' OU ° i % �' � (�wl •t�� i : F, i a �.,;.if,c. t'.<•�{.,,<`�.,✓,�s`'�,. .�',... � }C t..� EXSTG. TOPPING 4 ;..........�..� �W.Y...,......� } � ,; .� �� A�� ; >, i r , �'�;.���.� � �`.�,��F,,�, .►� � o � ..__..._ � �-__.-� -; : : , , � , ...... ...... _..... .._ ._... ..._. ....... ...... ...,, ...... _... .._. ...... ..... ....... �,fi : : � � x �, .,� J,.� f f rr,'�r �`� U ` ---__..,._....._....._.._..__:...___...._;._.__,.�..:_.__.__,..._._........__�:__..___....w..._�_ . ' � f ��. '""�Q. , f .......... �...... ........' 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SIDE TYP. � : : i : : �..� 0: _..... .. ;.�z.i'�,� �.�'<'��'�' ��..�`„�r` :�.�'� 11' . ``��� f .����;��`.�';�r �.,�� ��� �� , � . ....... ..... ..: ; � iE + � � �- : �s ; ; ��`��,�'���,�.�;.�;� ,,�.°,.'``� �'��' � �.— ...�..�--�r� - ___ .� .�..�. � UNL.ESS NOTED OTHERWISE �. {N}�;(3}-2x10 � r; ., r�''�°°o °�'�'��� ��,�' : � _. ...... ...... .... _.. .... .... ..... ...... .... 4 ,� : � ; ;:,sfr,�a; y" ........, m ,;�'.: . .._., ... , .,.'g,.�. . � � ✓'.: :''�r''s' '��'t``f� �'.f y;,L,�c.��„r , �F !i .< , . .: . ,.� ..,::.ns. �.�=>e I,� xI ����.;B ;TYP. �.�m �'r'..��...�.,,...�: �����... _ �: � �.��,�... s` r,} ;ry ° � � � ; . � . . � �`�;�� � �t1 ,�I , ..._.. ..... ....... ....._ ...... ._.... _._. ...... ...... ...... ....... ....... ...... ....... ...... � , �; t �` J�� �%€ � �' � ; i: ` 3 � t�,` },�^��,''��«�� ,1` f ' � y i �. i E : . �,'''{ / .+' ,: � f.... ..., a ; �� i : : i . � '� ' ! �w:,,p+.`C`.ye..rs,d,.�.'.'`,.::.w.::. . � � � � �: ds �' � 3' 2 E i �: ; � �+ ? £ .: t` 3 F ; (N) Ct}NT. 2x12 �EDGER � � /� ; _ : i �: �.��;��F� �' a� r,�. 11198/14 � s � ,.__ ..�_ .._.., ...., _,.,_ ..,__ __.. .,,., .,..._ _,._.. .__._. ...._ .,_._ ___.. ..._.. . . ] �3 � � ��s,,fi ,�,,.,, .� ��,� � � T . JOISTS wf {3}—�EDGER�OK �. � ; � � ,...� � � � �� ; � �: �.,�'::'�� � ,� r, ��. . PRCIVIDE 2x BLKG. AR4UNR ( EXS G „ �,�. : : , > ; r �; ,�,r �.,,�`:;.''�,,.,�, :,�,��.�� SCREWS C� 16 O.C. _. ...... .... . : �; : ` ;� ° i : ; jF f �$f�3s.n��� l.�� .`"'. ` COL. FQR BRACING �S.�. ...... ....... _.... _... ..... ...... . �� f_ �� _,.._.. ...... ....... _.., . �� ; : , � ''�. . ; . �4 _.... __. .._ .,_ ._. � 109 —0 � �..�...._ �: ; �; r���.r�'..�r�r`'�3��'`�`�'��� �•:f}:.� � , ; �_r�..� ,;..�..;,:• ( • ° - a r:-°..:.......... '-:.. ( I__ , .., � �� � i �,,�. �.,.�:...r......�'...; t.�:� , ,.,......_......;.....__ .,-_-----:.-:. � �:............. ._. __. _._.�,t._.._._ ? i T,O. (E) PLYWD. � , . . � i' � — _. ....._�, . ° �� ; � m+ ' 4 SCALE: 3/4 r = 1,_fl" QA TYP. t� RAFTER BRG. ...... ....... _..... ...... ...... ...... ...... ...,... ...... ....... ... � ; � ,m..' 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JOfSTS w :� ,�;.t< ,�:� . {F'��°°�`,.��:{ ;��' >-�� .�,F .�,��, �, ��_- .�,fif� �°,��f r• i � ^ A TYP, r--� €� d I �� ;� `�`` ''�' �>�''�`�� :�` :�F:,„ f,,� ,, } � ��s,. :�°;,� �.�'',� �{,,eJ`,� , \-,1 : ..--� O � � ry 6 :e ij. � +�'�� 'l,F� .f F � :�•� ``,"';°` \ � "a {2}-10d NAILS C� 6 �: : .,. ��f;`..:;��rf`�" ���'. ��`;,�''. ��� r �?'J`� ' �`,�� .���°'` ' { : . ' {� F� �.. :.. �� �{ az �>f`r �� � .� . °.�t �.: ; ; ; (N} RAFTERS PER P�AN €_._........._......_..._......._.............._....... � � ; �;i.. _�;;�°` ;>=�F'�'"���. F°",�;.,�,�� ����... �;�`,�� ,t�,, ,��,f ,,,��.� � � f� '' �,/� � ,�' �° �'�r` '� �' �s <` � �' :� ,�:,,'f``.�.�� �': 'f.�`y�{��`�.�,�'. ..�.�<«```r � }; �}_�``��`t�,.,''� �'��,� �' .� ....,... 109 —0 � . ..�..,. ...... .�.. . :� ,,� ,;� w., -� � � �y � �, � f �,. � z...�.: � ,�sG`�i.`�r'���� X,f,.,r�. .���i.����r`°..� .�f�� .r � � t'� T.O. N PLYWD. A���? �Pv�. � N — — — ._ �����,�� � � ����� ��, _� i ; , , �„ '(-� `�TE:� . :� � !:Gd� � � � � � � � �-�,\ (MATCH EXSTG.} � �,� _ } `{'} ,t ' g r1: ` � y, /�:� il. `{��i...T kh��\�`�,. I .� fi` A'\ _. �(}!�'1� r f"' .4, _�.. ( 'S �,�{ � (� ; ��Y; V� ; :l'�.j ,�.>��.:.�: " ; � s �� �^_�� � aC'1 : : 2x6 STUDS C� 16" wf Yz" S3 + . . �� � : �s P i.�.' ::}l..`,`��d`�. : ���� �t SEE ARCN, FOR EAVE PROFILE PL.YWD. OR OSB SHEATHING �o � N 2 —2x10 ✓� � . _ � � ? � � �� �: i �,,.�"� p'�; ; � ' �� ° F--� , . • .�.. I f � : : � .� � x � . � � � ... ..�.......w.. . .._.. _..... _. ,.. .._ ;r�... : : ( �,1� — — — — — — — — — — — — — ;_�-...:�..�. :-��..��___.... _..._... ___...._... . _.. _._ �..:.. _ �---�-�--� G v6.. _�.:.... .:�`�`.. r..�, � I� r,� a C� ' ��� � �. �� � ._�.. � . � _ � � � � :� �� ; � � � � L�' {►v) {�)—ZX�o �; :�., N � ; :� �� ; � : � �-' � �--� p ;� x ,� � � �; , '�,�-, . . � ; (DROPPED) �i t�, co °- � �' j: ' t i � ; �' � � � o f � , , -�----- � ; f� �`�' � i ,`�' �� ; : . ° � SCALE. �4„ _ �'-0" ' � ; 4 z o { . ___. : ._; — : :: . � E i 2 ,... _� � : . � ` . . ::..... _ ...... . .s :� . � . . � �___�_.__• !_ _.._.....� I .} E T.O. E :P YWD. S3 e �.... _.. : �.i � � ��-� }._� ,�.M..��.-v. �..�.,,.� S3 E , �_�... , � � -� E---� (''Z'J i ` . � ;� t-�' �=g� _...r� '� (4j—LEDGERLQK TQE—SGREWS �: �� ; ; ; �```' ��' (f�) (2}-2x12's +�° � ;� M—� C�t RA�TER BRG. 2 —EA. SlDE �":�s..:..#..:..:� : -l� „ �' E i��> 2X1:1'� �� ''�" C;.C;. = I t : " , „ �� ; ; � : ..— . ; � .: . . :.;�.._._-;_..._._..�.�_._.........,:._..,.....m.,._.�__._..�...._._..._.:_......_.... .___.. __.._. _._.. ....,___.�,..._.........:...__._.._.�._..__�.; OF RAFTER, TYP.� � � �,�_.'.;•,+�— �a+ C� 24 Q,C. ��,� � :: .,._. .. I " _�-- � � :� � ; � � „ . :;... . ._:.__ , :_ ; �, � ;r....................:....... � : � ' f„ 3 .: . .. : . ! . . � . . -� � . . . : . . , : . . y�/� ....7.,. I � _— ; , (N) 2x12 s C�D � _ i € :i..,...._.._ � I , ( 1 ) � ' ��r�i ���� °�" _ ' —'° 24" Q.C. i �'` . u ( _ � � � , �•� � ° (N) (2)-2x10's C� 16" O.G. � , � :; ���: ' . ; � � ,; E : ; � �i i ; . # � . � ( �=�� e-� .. ; :: ; : i n � : ; , ; � = I N RAFTERS PER P�AN � � : ; � ) ` �� � � ' � ;: � 3 ;��._._:..;__.......:......._..:_..__ ...�.._........::'.::". . ".:::'...._._:'.::: .°.:'.. :::'.:::......:'..:".:.......:`.:.. .:".:..... :..::: .;i , � :..,... ..:.�.�.__„. ...<._. ` : � _.;. .w�_ _..:_. .,._ . .. � ._... .. .. ... ..............:....... ....._ . . .. .. ...... ... ..... ... . . � ii ��._._.�_..._��.___:��.._�___:___��_.:���:��.:�_W__ ° � 2x B�KG. BTWN. RAFTERS __..�__._______.______�_.___._.____. _.I � � BRG., TYP. , ~ �" ; . � � �� a,. .��.t .r_ -'-�q � � (N} BM. PER P�AN � � � � � "�� �� M �- '�t`� °° �' '�( ��,� _4,.� ..v _�� ��_�. ��r ' PQST PER PLAN (2)_�"� L.AGS ` w f 61' MIN. PEN. �v �", N U R TH �r ___ .v__.� u� w.�� �� � � �� � �� t� E_ tZ ��� � I� �� ��Y � � � � �� � �� � � � I� �� � S C A L E: 1 4 r, � � ,_�,� _;:� ; 2 SCALE: s/4„ ^ �,_�" �� �� PLAN NOTES F4R NEW FRAMING: . 1. EXISTING {NTERIOR WOOD STUD BEARING WALLS ARE lNDICATED ON PLAN TNUS: ���i�n�� by MTN 2x DECKING PER ARCH. NEW INTERIOR WQOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: N�1R MTN 2x JOISTS PER PLAN NEW POSTS BE�QW (QRIGINATING FRUM THIS LEVE� OR ABOVE} ARE INDICATEU: � drawn by � EXISTiNG POSTS BE�OW (ORlGINATING �ftOM THIS LEVEL t3R ABOVE) ARE INDICATED: � �h����d �y TDH �JQN—CONTINUfJUS POSTS FROM ABOVE ARE INDICATED: � BM. PER PLAN �il SINGLE STUD TRIMMERS TNAT D4 NOT REQUIRE B�OCKING BEL�W ARE INDICATED; 0 ���u�� �� ' Q TYP. 2. ALL POSTS ARE LABE�ED AT TNE TOP. ` (z}_�,>s� �AGS � . PERMIT �1,1 �14 w/ 6" MIN. PEN. q:��°•=:�:~���-},�_.�,��:*Y��..�:°. 3. NEW FL40R SHEATHING IS �4" TONGUE ANQ GROQVE APA STURDIFLO�R, EXP.1, SPAN RATING 24 O.G, ..��:.'.i,.::-.::..�,.�:.N:,...=�v.�i�-.::':�:�. � °= 4. (XXX'—XX") INDICATES TOP 0�' STEEL BEAM ELEVATI�N, NEW W04D BEAMS AT TMIS LEVEL, EXCEPT � � HEADERS, ARE FLUSN WiTH FLQOR JOISTS UNLESS NOTED (DROPPED). � BM. P�R PLAN +� �Q TYP. ...-��...�. -..°..---�...--�-.........-.—�--..�.... 5 " �}„ INDICATES CONNECTION TYPE — REF. S9 FOR SCHEDU�E. � � 6. EXISTING C{�NSTRUCTION (E) IS INDICATED THUS ( . . .- }, NEW CONSTRUCTi4N (N) iS INDICATED THUS ( }. PQST PER PLAN 2x JOISTS PER 7. �'�'� 1NpiCATES FLOOR OVERFRAME.OVERFftAME WITH JOISTS TO MATCH SPACiNG OF ���t�R BELOW, � rf.,:r. ..s PLAN (BEYOND) WITH 2x4 CRlPPLE PQSTS TO JOISTS BELOW SPACED 24" O.G. MAX ALONG EACH OVERFRAME MEMBER. 1 SCALE: 3f4�3 = �'—Oii S�P�Pi� �� y J{�B �141 CJ—(�3 � � � . {N EXTER(OR HEADF_RS ARE: (3)-2x10's W/ (1)-2x6 ` 2x BLKG, BTWN. RAFTERS TRfMMER AND (1)-2x6 C�D BRG,, TYP. KING STUD EA. SIDE, TYP. UN�ESS NQTEQ OTHERWISE 3" RIGID INSULATION PER ARCN. . � �- � . : : � �..�r-- .. -�- I ~. �I'`� EXTEND WALL TO BOT. OF �' � "� ..: ..�_�,_¢_• � CUT (E) ROOF <�' c� 't� °' 1 _- ._ .. _.._..l. ; -_ ........ ,... �_-- : �J p�+ Ra�F' SHEATHING OR ApD I rn ' SUB-FASCIA PER 4�== - ...=�-�°' " _� 6 BACK PER ARCH. Q� �� 2x12 B�KG. C� 24'° O.C, �j � � � . ARCH. ---''' � �- — ' ' ? - , ._---� (�A TYP. C� RAFTER BRG. N v ��,t,�� ,�`1� `1.+�' z � �e : __ - �,__ . . � �o :. - — — — — — — — ,���'1� � . _ .: r�. _ . ;. .�._ .; . . :, °` 1 �� • .. m.. � rn � .: _ ;.... ....... ...._ _..... _.... . _. .._.... ...._ ..__.. ...._ _..... _..... ... ....... _._ ..._. __._ ..... . ,.., . :; j....`� � • V .; ; ( ,,..,,,tV +; i°:; � Z � �.�� ~ � jX : ( Z � `"� C..3 � _ � {�T��. �-� ° t�� � � a • � � : . � _ (N} RAFTERS PER PI.AN � �� .... . ? ....... ......... .. ._...... ........_ .... .... . ..... ....... _ � .. ...._......................,..,...................................... v > ,.._.. .... . . � . . _ . . ___�______._�___._. __.... _�° i ' ' � �.w�ww� �_���. w�w�u���- . . - --- e . .(SLOPING)� � � � � � � (N} BM. PER PLAN _.. ..,... ,.__ �_. .._.. .._ ,_.. ._.�_.__ ..., ,.._. _..� .,. .�. _�_. �_..� ��.., __�,.. .,.. .�. .� w__ ... _.. �� � .�._ .�.� _._ . _.. _,. __� �__. .�. _._..� �. . . .., �.�� � � g4 � rn SEE ARCN. FOR EAVE PROFI�E �� , ! � � , � � ` ! d a�i � � ; i ! i � � � : � _..__ ._... i�..}...... �..._ _.__ ..�_._ _._.. _.._.:._,.. ._._ ..___. ____ _E.. ...... ..... ..t.,.. .� _ ._.. .... _.. __._,_ ,.._. __... __ ._ . .. � «.� ..... _._, .__ _..._ _,,.. .__ .... _..., _._. ,,..__ ___ ... ._ ._._ � tf') � �__ z 3 � �._ �.. . �j� � � "#' CO , ' � # � . �� .}1 � Q � 2x6 STUDS C� 16" w j Y2" ; ; ; ; � � o � � � PLYWD. OR OSB SHEATHING �_.._ _�.. _ � _.. . . f__.. __., __. .._._ __, .... ,.._.. _e,.. i t� � ._._ ___. . _ .._. ___ .__ .__, _ �..... .... ...... __. . .. � �� a � � � n.._j.... f �..... .._. __... .__ _.w_ _,.,__ _�,. _. ,..,.. �.,��.... ..... � . t i j � ` � .� �I.. �� � � � O � I ; � � E k � �: C9 �� � t� CL > : � G I z t :_. ` _.... __.. ..,.. .._. ._.. _.._ ..... ...... ...... ... . .... ..... .... . ._ .... _.. .._.. ,.._ . .. .,._. _._. ...,.. Y 4 , � _. . . _. ..,.. ..._ ..,,,. ... . ! ...., . � . ✓'�..... .. � �+ �.__ . X,._ �+ �:�,: SCA�E: 3`4�� �. a,� ! i ` �i � ,�t;� z � � � � �� ; . S4 ' ; . � � � � '_ '�`}" o , E �,'� s��s�'�f�.���^���. � � ` ' C..1 i E 4 � .-- f �.,. �„ . ���aarcq�,..� , _.. .__. .r._..�.._. ._... ..._ _... .._. ......:..... ....._ ..._. .... ..�.. ...... _.... ..._.. _. � � _. .,__ _.,.. ... _.., .,... .� _... . .. �a . _._ . . .._.. _..,. .. _ ._ _. } � F��� ��''�r . 3" RIGID {NSULATIaN PER ARCH. � ; , �,. i � �. _,_ _.,. ..._ _.. g. c�.. w_ .._, `_._ _ -.� ,.,��.��, , � � � , �` � �� �c���� �,��w �tX BLKti. Q��. i ' " ? � ..'` "'� Q � rC� °`� e � i �` ' } ��"",,�� �� '+ c� RAFTEftS C� BRG., TYP. ; ; r� ? F � '' � �°�,�� , „ ... .� _ _ _ .-_ __ .�,.,. ..__ .,_.,.._. _. . .,�._ .._,____ � .... ...... .. ._. __. ___ __.._ _... ; ___ . }�� _...,__. ._._. ._. .,. ,., ,.. _ _..._ _�. _..._ _.... _.... ._. __.._ .,. ... .___ _.N ' r � 4� _f t_, ...�`._� � � ���, ¢j�d � , ._.... � . .---..__ � :.. , ,,, y. ..... _. , _ , ��,a��y.g ✓� �"'"s-i �¢...�.—E_"+_'.��;. Gs; "` ,�' � �_..�t..t�_ � � �.E, f ` �... ��y ' E t ae.f✓����<-0S1O�0N1���� . � � � � � � � � � {� _ . , -. p �" 3. �...-�i �.,s ._a-.*_.y. � � � � � �` �.,; i M .... ..s. ... � _ , . , , : ; . . _.. -_ : , ; ��.��- , � . :�- —=-�. � ? _ � } �'�a t�� � �� - �,. ,.__ ,__._. .¢._.;..__ ___. .._.. ___ __,., � � .___, _w. __, ._,_ ..._., ,..__ ,.__ ._.__ ���, .. _._ .._.. _.,., .__ ._,_. _. . .._ _. _�, __. __,_ ..._. .._, �..... ..... .. ...... .... �.. ._.. .„ _.._ �, � '� x._ � ' ..- -=' : i c� ,�f�. _ ��u. : 3 ; � �,..j = � , � ' r4€ L � � � " � ! i � t ; � . . . . . . .� . , . � . .. , , , . , . . . . „ , ...„_..E.. O r �s,: ... .... ._... __.._ .(_._1__.... .... .,_.. ,._.. __..� _... .._.. __ _... __.,. .,___ ..... _ _�_,. ..__. ..._. _.. _._,. .._. ___. _' : �.. ._. .._. ._. ._... ___. ._.... _.,_ __.... ..... .... ...... .. _-,- °___ ,..,._ _,._ _.. w�.w�"`�.�..,""'fft" � �. } , �_ :. ;. _z� ; � � 11/18/14 ° �i� ; �... � �"" � �, ` � i `�; `��' ! `� ( QTYP. t� RAFTER BRG, -- ,,,'" --' � � i E � c�i � ,r., � t # ( ' �--� '. N � f _._, ..._ ... ..... ...... _..... __.. ..... ,.... _,_ ..._... ...... ..... _... _..,. ..... ..... . . ...... .... ...,. ,..... . _ __. .._, ..__ , _,.... _.,,. .,.w .._ '_ _ _ __.. _._._ .._�. .___ .,. .�C t-. ; . •_. �... _ [ � „ (N} RAFTERS � � ° i `�'�� �.�:> r' ` 1Ya TYP. � PER PLAN ; ; ` � � � . � �� (( • �� j � i r'ti i C` � � € t I � � ' �-- I ; r L'.: 3 C ` ; t�..� �'r��'T�'�i'S _ __ _ �._.. .._.., _.,. _s_ �__._ .__._ .___ ..._. __.. __ _.. ,__ ._... ,._._. _.._. _.._. _.___�__.. .�.. _....; _�� .._ ._._. _.._., _..._ .._.. _.._ _ _. _._, _._.. ...... ...... ._.._ ,...... ___ ...._ ._._ _.... .__. ___ � , _�_ .__ .,.._. ___, _tGy.._� � �' — -- — � � _,_� �3 Ciai t0 � �,� t � 2 X �j ' � i ( €_�\ 3 v; ` UO � � , � ;�CS.k � � i y � � .,_. ...._. .,.._, . � > CS} a(� ..., .._.. . ,..-..... _.. ..... _.._ ...... ., . .._... _ . . __. ,...,, ._�_ __..,. �._. ....... ...._ ...... ... . . .... _..._. .,_,. ...... ..._. _... .,._ _._ _,., _�._. . ._„ ._ -...._ _._. ._._. . .�_.. __. _._,... ....,. ...?� , �. � E . . _�� f� . . .. � . .. .�� . . �.. w.,.�.,.,n,_...�.�..»....... � . ....».�....m.�.� � � . �.. i ; ' R E � S i �i ;` 3 ,.�F � :i . ._. __ _ ,._.. ._.. _ ..,... . . ...... ..... ..... _... .. _,.... _._. ._... __.... ., .. F,., ....... .� ...� ._. _ _ `� BM, I'ER PLAI�i .._ ._.. , v... _.._, ,..,_ .. ..,_. .....�.,_,. �._. ...__ ._. ,,. ..... _.. ...... . ..?'��,. , _._. g, .... . _.. � C�, ,-- ( � � . _`� . � � �___�_�...._. ........�...._._......; �..i -4.� P��` x I: . i � v :�j �,`4`� _ _ } ; � \ Q � �s" � � _.... :�l..._... ..,._ �. ...._ ...... ...... ...... _�. �... .._... ..._ ....._ ..... ,,._. .. ! , _. ... . _ .. ._... ... �. .� ���� �� N � � � BRG. SADDLE: +�, � _ o� �� � 3 �� � � � = f � BRG. �': Yz"xBM, '1� -'� cv :��4. 4' _ ; � ' � � �'-� P�' z I �, » a � "�� C.� ;3 a�" ; '� .r � � ��a TN f�3 X Q —�d W f�� � U :..._._.�...... ._. e .,...... .. . _... ._... .._... __, ....._......._.._.._.._______.._.._...._....... ......___......_..._._..._......_....... . .__ _. �.,.. {2)-SIDE F'L's: y�t,x1q"xQ'-10 �� o r� . �... �,....,,.w ....�.�,... ..w...w.� �...�..v .�... __ . .. .=� ��. .....�...... ._....__......__..__.._...._.._.,_ __....._..........._...,.._._.W.____.- � �...� .,........�w �. ...�.. .. �,, x � :�� (E) {4)-18 LVL. ={MIN, V.I.F.) {..._• �� ; � � .. . __. � : wI (2}-�!4"� THRU-BOLTS `-'' . s— : 3 . � � s � � � ,_,;°" ?��' � ��'j� S4 �'�,� . , 4 ._.. .,._ _:.:..::.. ...... .... .... ..... ..... ._.. __., . ,_ _ _��._, .__,_ __,. __., ..__. _. ___ . � sr � ._� . _. .. �,_. _.. _�,_ __ _ .� � _�> ' � ("2 �r r rt Z� ''"` I 1�.J �,�: C� ...J � � �' SCALE; 3l4 = 1 -0 S4 .� .�.. :�' i i � +6' � j i ��'„f, u . p � �c.... . � ........ __.._... . ... .... ..... ....... ..._. _.. _. _.. ,_.. ._. ..... ,._ �� � _ _.�_____._..�... _.__.�.._______�_..�.. 3 __....__.-...._.._.�_�_......_n.-_._.._.. _._. � ,- ...�..�.._,.,_.._.._.. _... ;._:_ __�_-.,—_.�.,�.__— v �- ---� ._.,.. ,�_._ _ _ � .,�_�.. _ , ,�� � � r. `,.µ��� � �� f .� � � . _ � 't, ' f � e .�. � �-'�� � ��,� �....---�� �—� � : . . J, �... �_ _,__ . , � r.�._y _. . __ ,�} _,,. ..._ ..... ...... ... �._ .._. ..._ .\�__ _.. . . . _._ _..._ _�<... .... _._, .._ _... �$. � �}� � �f� ��' �:} �i NS � � � � � / Z .�'' �..f �� ►�'" � , �tij'� v ``�, `C° � t0 �._t � � 3" RIGID INSU�ATION PER ARCN. 2x12 BLKG. BTWN. _ .,.._ �� . . ..... .. = 'g .. .�__ ._�_ .... .._, . �...,_.. ,_ ._., _,.,, .,. _. _ �- �� _.... ._. _., .. �,.,. ._. � � � � - �..;- RAFTERS t� �RG., TYP. ��a.1 ° ____ .____ _._ ____ .�_.. ____ _:___ ____ � � �� � t---i � ` ' 4 ` F---� � , --.. ' r-, �-� _ _`�;-- � ' '�''� '� � _ ._ _._ __ �._ .._ „ __._ ..___. __,� _ � _ , " � ' '� � � � ~ ` � �..�...�...�.�.��.... .�.�... � ' " "�: : _ ~--,,, • .=.''f : � r+ ;_.�4 � - �_ � � . __ _ . :�� _ , _� _r � _ _. _ _.�_:_. �___ � _ . � � � ,�: ..�- _`� ; � f ,�;_ ��: R . . . _. � y- �� �_�e ; ; :. _ _� : - . : , M.._�.. �-� , .� ���� � ° � ,.� --- R i ; j....�..._.......:---� . � + ., r• ",... �� JJJ � � Q ' � � , � �� � � r" £ �\ "'� �' " __...... .._ �..... _.,. ,._. _.._ _... ..... ......_ .,_.,. . .. . �� \ / � � � i ....�"'�..� . �.,.,»......................................... �� V �d. �7 : _ ° f.,. � E ; ; � c,�� ��:} ��F��(��RS � PER PLA�N�� ' �: � .��...�-::.^�==.� ....._..� ....._.._ :.-�:_:::::.:�::� .--_.___________�_._�______r.__�_._____________. �_� � ... 2 � RIDGE BM, PER PLAN (2)-314"� �AGS w f 6" S4� MIN. PEN. �"� Z SCALE; 3l4" = 1`-Q" �� sa� N OR TH ..� . . _ _�_ > � a�� . � R ti..,J � � �1�► f—'1 � � � V � �f`� � SCRLE: 1 4,s _ ,� ,_�„ � . , . � .:: �� � � ,. � �,. - �� - � { 3" RIGID INSULATfON zx B�.�c. s�w►v. RAFTERS PLAN NOTES FOR NEW FRAMING: � �� ` PER ARGH. (� BRG., TYP. ,. , 4 �� .,,. ... ...,- � � ; 1. EXISTING INTERIOR WO�D STUD BEARING WALLS ARE INDICATED �N PLAN THUS: � � ��� � �� � � �e��9��� by �T� ' ' ' ' =f'! 2. NEW POSTS BE�OW {pRIGINATiNG FROM THIS LEVEL aR ABOVE} ARE INDICATED: � drawn �y ���IMTN - ' �.,,.n-=- SUB-FASCIA PER � I I EXISTlNG P(3STS BEL.OW (ORIGINATING FRCJM THIS LEVEL OR ABOVE) ARE fNDiCATED: � ���c��� �y TDH ARCH, NON-CONTINUQUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATE�. � ISSU�d �}A TYP. S1NG�E STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INQICATEQ: B 3. A�� POSTS ARE LABELED AT TNE TOP. PERMI T 11./18 f 14 {N) RAF7ERS PER PLAN 4. NEW ROOF SHEATHING iS �" APA RATED SHEATHING, EXP.1, SPAN RATING 4Qj2Q. 5. " Q " fNDICATES CONNECTIdN TYPE - REF. S1 FC?R SCHEDULE. {N} BM. PER P�AN 6. NEW ROQF BEAMS ARE DROPPED UNLESS NOTED AS (FL.USH). 7. EXISTING CONSTRUCTION (E) IS INQICATED 7HUS ( - }, NEW CONSTRUCTION (N) IS INDICATED THUS { ). 2x6 STUDS @ 16" w f Y2" PLYWD. OR OSB SHEATHING 1 SCALE: 3/4" = 1'-0" sheet S4 � �JOB �141 C�—U3 { � ( ' . . . . . . � . . � 'j ( } � � ' . ' . . � . . . � . . . . .. . . . ' . � . , . . � � .. � � . . . . . ' _ . . . . , . . � . ,�S . . E . . - � . . . . . " . . . . .i � i � - , � . . . , . . . .� . � � ` . :,' . . � � . ._._....�_..�... , � . . � . . . � . . . . , . _ . . . . � � � � � . . . . � . , - . . � . . � . � 4 � � � � � - , � . . .. � � . � . � . . . ... . � ; t . . . . . . , � . . . . . . _ , . . . . . � � . . . . . � Y . . . . . . . . . . . 4 . . . . , . . ' . ' . � . ' . � e� �� .f�� ��� �� � � � �_ a�s. � �� �� � . f � . . . . � . . ' � � � . �.^ .. . � � , � � s � � � . . ' . - . . \ . � I ' ' . . . � - . . . . . � � � \ . . 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