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HomeMy WebLinkAboutB14-0072 plans Garage Garage ,. Entry Entry � C� Entr Patio � y Entry Patio Bedroom #3 Bath #� Sandset Flagstone Bedroom #3 Bath #� . Sandset Flagstone with Snowmelt with Snowmelt � � �— _— � ' UP � UP � � � ';` _ . i � I ' . I� � ' Stairs � Stone Deck Above � � Sta I rS � s to be extegded to ath Stone Deck Above ' ' �- create a snow melted �L ', path to the deck/ new hot L tub ,. � Bedroom #1 -� - Bedroom #1 , V DN pN ► I � , •�, � . � ■ � � � . - � Deck Existing IPE Drip New Hot Springs Hot � Through Deck will be Tub- Size of new tub � Deck replaced with a �� I Stone Privac Wall concrete atio with approx 6'-8" x 6'-8"- Hot Q Y Stone Privacy Wall p Tub will be sunken into IPE DripThrough Deck flagstone finish- new new concrete/ flagstone patio is to be patio and will have a � snowmelted stone veneered � � surround with stone cap � � to match design of , �� other side of duplex- � . . . New Structural Column � Final Specification TBD ��I I � F i r � I r P I n (Steel)- to support extended L st st oo a deck area above, will require � concrete footer/ foundation � Scale- 1/4�� - �� P r F i r F I r P I n � 0 ose st oo a � Scale- 1/4" = 1' O O � � W � __, � � � Master Roof Deck M r Roof Deck Dining Room aste Dinin Room � Bedroom Bedroom g -- N � , � - � � ' � i � - _ . _ _ �� � i BBQ Stairs �����, BBQ Roof Deck Stairs � \ ROOf DeC�C Metal See Thru Guardrail Existing Deck is to be extended on the �Metal See Thru Guardrail south side to the extents of the stone � Mudset Flagstone pN privacy wall and wood deck below- DN Approx 95 sf added- New area to recieve / mudset flagstone to match, snowmelt ��aW� g�- � system to be extended and will be sloped � Metal See Thru Guardrails � towards existing floor drains W M K Stone Guadrails with Metal See Thru Guardrails -- Wood siding on inside -�� �NI � to Remain DN of Deck Existing Stone Guardrails � Date 5-3�-� 3 �—_ are to be saved and reused as guardrails for Rev 1 8- � 5-� 3 extended deck - Rev 2 8-24-13 New New Metal See flagstone/ Rev 3 10'23'� 3 Thru Guardrails- to concrete patio Deck match existing with hot tub Rev 4 12-17-13 Stone Privacy Wall Below Stone Privacy Wall- below Will Remain and �' Rev 5 1 -22-� 4 become the guardrail for the extended deck area � f� 4'-0" --�I � � � Stone Guardrail to E�I I � n F I r P I n extend approx 10 feet S� � �O O O � from east ed e of g Pr n FI r PI n 0 ose eco 0o a deck, remaining 4 feet to be metal see Scale- 1/4" = 1' through railing Scale- 1/4" = 1' � Upper Level Deck Extended Existin U er Level Deck to the South- with new stone g pp railing approx first 10 feet and � � metal see through guardrail � for remaining 4 feet of length � — - - to match existing , � I I � 0 � ; 0 �0 � � � � � ► � � 0 4'-�' 'I � I I J i- ! 1[ l I I I . . I 1«�:i�� _ � -� �� � i � � _ � � � j �� � - ��. ! ._ �. 1 ._ :� : � � :� i .�� — � � I[ ]� I I 1' � `� ; . � [-1[- :I _ I[ � ���� ��-� � -. � � �� �- � i� � � _ i � � �� : �o�_ ' � � ; �� � .� � ' �I� L � _ � -o� I I ■ — - � - � . � �C� � _ '00 _ 0 . _ _ _ � , _ _ _ � � 1 I� 1 I- °� �_ _�� I� ��o�. � , -I � � '' - � � 0 �i� . �I� 0 C1 0 � �. �I _ o o � � � ° � � � � o0c �00 � 00� �0 � � � � DOC ]DOC I I I �0� �0 L � - � C _ �� C� J . � �I �❑� - � � / � / � D 00 0 0� '° ,` `: , �; � o� ',p. ; `° � ,° ° ; o Y .g . 0 � � �� �� � � � __�� . 1 � � Stone Privac Wall Existing Lower Level Wood Deck / � Y Stone Privacy Wall New Steel Column New Hot Tub sunken � E/�I I � h E I � I � ■ into new concrete patio st o u t e at o P r h E I V I n With flagstone finish � 0 ose out e at o � .. , � V Scale- 1/4" = 1' Scale- 1/4 = 1 � �� � O , O W �� � � Extended upper level deck- � Stone Privacy Wall extended to extent of stone � privacy wall, with new metal � Existing Upper Level Deck see thru guardrail to match with Stone Guardrail existing N � � . , � 0 C I� I IU [ � 0� 00 � � �� i ❑ l � �� ° ° � � �0 �. � � � 000�00 � . o � � �o����� � � I Stone Privac Wall ° �° �° I I Y I ��� .—_ �. .� �. . . : .� �.— ❑����0_ _ [--1� J� _ i[ _i I �u - �° 0° I—I I-1 I� ° �� _ � , � �� � _ �� �_ ,,-, ��o : �00�_ ��� _ .���� � �� ` Drawn 6 - ; � ��� �� �� �� ����� y � �� � _ �� -- --� - � � � _ � � � � � � `� o� n� n�❑oo WM K I I � Do 0 , Do � � �00�0� � � �00�00 � 00�i� �0���o 00000 0� ��� / ��oo0 0o Date 5-30-13 0 00 0 / 00 00 = � �� ��� �� ��� ❑00❑00 �� New Steel column to �00�00 �� New snowmelted sandset � �� � n n� � � � � [ �� : Su ort extended � � _ n� Re� � s-� 5-� 3 0 n�0�� p p p a v e r p a t h f r o m e n t r y t o � � � � [�I �I IJ �1 � � � deck above ��, � � hot tub/ lower level deck ' , ���o�o � Rev 2 8-24-13 , , o 0 � �� � � � � � � � a � �� � � � � o� o 0 � � °� � Rev 3 10-23-13 Rev 4 12- 17-13 ��, Rev 5 1 -22-14 Existing Lower Level Deck New Hot tub sunken into new concrete , . patio with flagstone W � I � I � ' ' ■ finish est e at o Exi in E EI v i n . st ast e at o Pr E EI v i n 0 ose ast e at o Scale- 1/4" = 1' Scale- 1/4" = 1' No Visable Changes from West Side Scale- 1/4�� - �� � a o� � r-: ' r�• �et- v o � o� � _ r-,. �.r, 1 � 3 4 � 6 7 � 9 1Q 11 12 13 14 15 ' �° � 0 � `'' � .}.,.. o 9'-0 112" 5'-�" 2'-0° 12'•Q" 9'•0° 10'-8° 10'-2 314° 10'-2 314" 10'-8" 9'0" 12'-0° 2'-0° 9'-3 112° 18'-9 112" o v 8 112° 5'-9' 3 112° v " � � � � � � � � � � � � � � � � � A � _ --S302_ .__5302� � A _ � -'— � -------- '� � � A S511 B11 W1-B1 B11 ( _ A --5511� S511 - , .. ..... — — — — — — — — — A ,.�, , .. . - W1-B1 B � ..� � `' � ( � �2)11 114"LVL � � � ( S511 ( � ( � � � Q � m B --------- � _:.: .....: .:::: J � s iM K � _ � � � '. 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H ---------- 316-0' LL, ......::.�............. . .LL, ........... ......, � � .._.._..___.... :........... ............... ...... ...... .... , 5512 r- S513 �:::::::::...:T.O.PLY '::: ::::':::::`°�..:�.�:.: 5 114"x9 114"PSL � ......... ....... ..,............ ..... ------ ............. .. ........ ................. .... S512 0 �:::::::. . ..........,.....::�.�.�. ��o:�:::::: ....... .. ........ .................. ... , �., ::F—:':':::::::.' y._�.. � � ..... � ��......... .. ..... .. � � :::�f::�:�:� � .... .. ......... .................. ... ,......... .. .... = ( 16•0 ..... ...... � � � . . . . LL 11 . . N ¢ ��� . . . . . . . P W ..x.. . � � . . . .............. ......... ........ ................... :............. . .. ......... ............. .: ................i............... ........ �................. ....'""...... .. ........ ............ �....... ..... .. ......... ........'.............. �� - ........ ............ ........ �..���....� ��- . :....... ..... .. ........ ................_..... :• ........ ... ........ . � . J '....... ..... . .. ........ ..........:........... . ........ . .................. ....... ..... .. ......... ....... ..:........... � m M � ....,,..... . � ,,....... ............ .........�. ......, �, M S512 . . J :............ .'� :'.........'......:....''........... .' . ...__..____... "..'..'. :. ............ .........W.'....:.' . � ' �� S512 ............ .............. ...... ����"��..� MC12x10,6 BENT STRINGER � ::::=::::�::::� ::�:�::�:�::�::�::�:::�::�::�::� : . : � S 512 ....... ..... .. ........ ........... ..,.,. .. : . �., �.�. .: � SIM �— — � � ::.�... .;:.� .........:::::�� :�::::::::. . — �- — � — � — — ( — � — _ — — —� — — �- — N .::: A11 �::.�:.::�:.:�:.:�: Al2 ::._:.:�:. , 612 E A11 _ C12x20.7 ; �.:�.... ..:::�:.:::�.:�::.�:.:..... ::::::::::. � � , >:::::::::::::::::::::::.�::::::::.:�::.�::::�..:.�:.::::�. �::::�_�::.�::::::::::::::::::::::.�::::::::::::.::�.�.:_.:......�: .____..____ ..S513 �::�:::��:::�::::�:::�::�::�::�::::�:::�:::::�:�::�::�:::�:�:�:::::�::::�: '. ....... .................. ........ ...................... - .�.�:::.:::::::::::::::::: ::�:::::.�:::::::::�.-.:::_:.�:..... r DECK BELOW I I I E I I I I I I I PROJECT: 11007 �s5i3�� DRAWN BY : SM 9'-0 112° 5'-0° 2'-0° 12'-0° 9'-0° 10'-8° 10'-2 314° 10'-2 314° 10'•8" 9'•Q" 12'-0° 2'-0° 9'-3 112" 18'•9 112° DATE : 05.09.11 REVISIONS : 1 2 3 4 � 6 l � 9 10 11 12 13 14 15 PERM�T o5.09.11 PERMIT REVISIONS 09,21.11 PERMIT REVISIONS 10.10.11 S E C� N Q L E�E L P LA N PERMIT REVISIONS 10.19.11 1� SECONDOLEVELP�ANNOTES: FRAMING SCHEDULE �. F�ooROES�GN �R�TER�A WALL HEAQER AND JAI� B SCHEDULE DL=35 PSF MARK SIZE SPACING LL= 40 PSF MARK HEADER HEADER & JAMB KEY LL DEFL= L1600 BOX INDICATES I.UL 2. DECK DESIGN CRITERIA O 9 114°LUL 16"O.C. � (3)2x6 DL =35 PSF � KING STUDS REQ'D LL = 100 PSF � (3)2x8 LL DEFL- L136� O 11 718'TJI 560 16 d.C. �"1 (3)2x10 „�� S�UDSI REQ'D 3. ALL WALLS ARE 2x6 DF#2 @ 16"O.C.UNLESS NOTED OTHERWISE �""� 4. �INDICATES SHEARWA�L ABOVE.RE:S003 C� 11 718°TJI 210 16"O.C. �D (3}2x12 5. O INDICATES EXTERIOR DECK NEADER #OF TRIMMER "' 6. FLOORS SHALL NAVE 1°GYPCRETE WITH RADIANT HEAT. �E (3)5 912"LUL STUDS REQ'D m DO 9 114"LVL 12"Q.C. � � (3)7 1/4"LVL ° EXAMPLE: o E� 7 114"LVL 16"O.C. G� (3)9 114"LVL A32= (2)2z6 DF#2 HEADER WI _ N� (3) 11 118"LUL (3)TRIMMERS AND (27 KINGS NoTE: SECOND �EVE� PLAN � 1. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1/2"OR 5 112° � BY ADDING PLYWOOD SPACERS BETWEEN INDIVIDUAL MEMBERS. ° 2. FOR WALLS GREATER THAN 5 112" IN WIDTH,BOX HEADERS SHALL BE USED, �`����a�� ,��� "����'a o FOR TOP & BOTTOM PLATE OF BOX,USE 2x WALL WIDTH. ��� ��;� ������ ��� � �t��� F,������; 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITN WIDTH TO MATCH WALL. N ��,� ,°y �e k�� a�����r'��"wmvw _ � � �.,,,w�._�'d.��a°_` �.3�� �tl `�,�°�� � M� � � o , :� � � r 1 �_ 0 � _ �� � _ � ��s n , m � � M r�� r __ � �� ��._ . / � � �/y ' . . . � . � � � . �. . � � . . . >,,,S�M;n �,�,�: m� m......,...�. .-..:.—,,..�.. u `w:�,a.,.-�.�::«=-.r.-�.-,.� � . � FOR ADDITIONAL INFORMATION . RE: A/S501 2x STUD WALL � RE: PLAN 2x STUD WALL � RE: PLF�N o°. o� 2x6 TREATED f� �' � W/ �/2"� A.B. � � � C� 48' O.C. MAX � � � � � H5S COLUMN � RE: PLAN � o , r-. �2) �5 (2) #5 ( � o �---------REMOVt (E� WALL °` _---------B�SE PLATE � RE: � LAN V � � PFR C&D/S5.11 - , FLR FINSH � RE: ARCN � CONC SI�B-ON-GRADE �4x�, 24" DOWELS @ 12° O.C. i i -- 1„ NON-SNRINK GROUT ( i i I � �, � — NEW COLUMN � RE: PI�,N T.O.W. - - - ( ( I PER C&D/S5.11 , o � RE: PLAN . . x x X x X x X X x . . ' x x x X (4) �5 VERL � I I I BASE f� PER G/S5.01 � � � ( O � �o � o � 004, _ _= o �°Q��oO x x x � � X M � # I ( I � 1„ NON-SNRINK GRC�''T � � o I i � I I � � � - �Oo 0 0 0 0 � -4 0 0 0 0 � � ( ( REPLACE SLAB PtR J�S5.01 � - ,pC�o 00°° o� �o °OOo° o�Q, � I I � V � - - � _ (4) �3 TIES � _ x x . x X _ __� � -CONC WALL W/ CONC WALL W/ - / / - 'Q �4@ 12" O.C. VERT EA: FACF 4@ 12° O.C. VERT FA. FACE �' /�/ ,F„ � 4 @ 12" O.C. NORIZ EA. F�CE �4 @ 12° O.C. NORIZ EA. FACE / � � _ z 5�, 5„ � 5�� � / / — (E) FOOTING •.. � � J N - �N `r (4} #5x�N DOWELS `"�- � � #5x g' DOWELS @ 12" O.C. ° ° #5x g" DOWE�S @ 12" Q.C. 6" / / / / / � � � � ALT LEG DIRECTION � � ALT LEG DIRECTION �' � � /„ `f (4) #4 x 1.'-0" DOWELS INTO c=,, �'�`� ��r DRILL 5/e"� HOL� IU (E) CONC & � ¢ B.O.W. — CONT FTG W/ (2) �5 LONG. B.O.W. . CONT FTG W/ (2) �5 LONG. B.O.W. �''�r �' �' EPDXY GROLT ,. , & #4 � 12" O.C. TRANS. -C� & �4 @ 12" O.C. TRANS. -� - � �� s RE: PLAN � RE: PLAN RE: PLAN � � � RE: PLAN FOR FOQTING RE; PLAN FOR FOOTING � s. z ° � ° M � " SIZE & REINFORCEMENT SIZE & REIiVFORCEMENT ° `_ . . � � A7 �- • • � � e • s — — � � � . � . . � � . � W . . . _ � . . . . .. . . � � � . . . . . . . � . . . . . �S . . . . . . . . . r� ��_6�• �,_6» RE: PLAN . A �OUNDATION WALL @ �LUSH SLAB B FQU �IQATION WAL� @ THRESHO �D C �OUf� DATION � F'�ST D NE1N �C} Uf� D�TIOf� � EXIST 55�� 3�4�� = 1'-0„ S�Q� 3�q.,� - �'-Q° ���� 3�q° - 1'-0° ���� 3�q.>} ° 1'-0° \� i - "I�f2'"^�3�/2"31/2" ��l2" =N 23���3��2�� 3„ �t/2^ � ,d� -� � �� � o 0 . . . . . . . . � I �I � � . � � . � � \ . . � r7 _ . � NEW 2x6 STUD WALL � ( =r'- - - -- - �N � � � � � . . . � . . � . . I ( � � � . . r-7_ -- o . . . �' �_. _--`u . . � � � � � � I ( —HSS POST � RF: °LAN � N N 6" STONE VENE�R W/ TIES I I .- 7/g°� NOLE � TYP � @ i6° O.C. EA WAY � � � ISOLATION POUR � 51ZE TO CQVER 8� HOLE � T`!F � � , � � � � � � � � I I � BASE f� BY 2" MI� � � l� � ��2� �R �„� � TYP���6 �P-1 TYP 3/16 � cR �oR BP-4 / / / / �/ / / / / BRG � � � o � / / / �/ / / / / / I I TS POST � RE: pLAN o � T � / / / �/ / / / / / T.O.C. / / �/ / / / / j / / / (n � � x x x x x I I x x x x � � I112 4�/2 41(2" 11/2° o°o 00 0 � �_ _�� � >G p o0 � -- o 0 0 � � o 0 o j I I BASE D PER X/SXX - o v "' „ / :N o0 �o ��i°- ��q� og �o � � � o 0 2i�2��3��2,�3„ 3„ 3�� i�2 W o o � (E) FLR JOIST � ( - � � �/ _ I 1'-4° I I I -G R O U T �O R FU�L B R G �- - I � � a =c �' � � � � � ; � � � �/ T.O.F. � RE: SCNED N - - - \ ������o����. � � FOR F�G SIZE & r�EINF � o �/2"�x5" NILTI KB3 // (E) FDN WALL �. �• '� ��q @ 16" O.C. / �4) �f3 TIES RE: PLP,N � 7 � N l� .� � @�° / � � �a'� HO�E � TY? � �•� / � �/8"¢ HOLE � TYP ,' , ��(�' � �.t� , � L6x6x3/8 W/ PRE-DRILLED // � - � TYP 3/16 1 P �/2" P` � oe BOLT HOLES HOT-DIP �/ (4) �5x�1� DOWELS 11Ti . - '�- ffiT - gP-2 TYP 4a 0a��a sa• , GALVANIZtD AFTER DRILLING �/ � � 3/16 F.� g°° ' � ,� �r: �,. =t- � _ gp_5 ������� .,, FIOLES �/ tQ _ EQ � �._�� � ' 12' /z" 3' �� R�: P'�f� ! j2 3 3� 3� � f2 / // (E) FOOI ING � T.O.F. - �- - � z / RE: PLAN � � � � �// / f �_ � FOR FTG SIZE & N -o--- - � // / / / � ;.-, REINF � RE: SCHED ,� '�\ � / / / / / � �" � �/8� HOLE � TYP �' � � / / / / / „ � �' � �/2 � CC EQ EQ J � RF: ARCH TYP 3/�6 ��-� � � � � E J � IST BRG @ CRAW� SPACE � DRQ G CRAWL SPA� E �T� @ STEEL POST H BASE P �ATE DETAILS � � J f..LJ c�.i a 55�� 3�4„ = 1'-0" S�Q� 3�q.,, = 1'-Q" S�a� 3�4„ = 1'-0" ��J�� NO SCALE v � v O V J m ^ 6 0 � � � � W -,,�-��—1 � STAIR STRINGER � `/ / / // ,� / / RE ARCN FOR �! / / // / / LOCI�TION � ------ - --�� - .,,d NEW FDN E FDN / (c) s�,�-oN-cR�aF 33x3x'/4Xo'-�° w/ (2) � PROJECT: 11007 NEW SLAB E SIJ�B 1'-4° 6° /4"� HILTI KWIK BOLT II ��, � // DRAWN BY: SM T.O.W. (EMBED = � �a ) f � -' (E) Fou���aTio�� Wa�� �� DATE: 05.Q9.11 RE: PLAN _ / / �/4 CLOSURE � f .-- RE: PLAN /� , `° .�- -�%— -' � �4x1'-10° DOWELS @ 24° O.C. � -�' z (2) �4 @ MID-DFPTH � ..� "� �� 1'-4° 6° DRILL 5fe"� HOLE IN (E) CONC 8c j� � / REVISIQNS: EPDXY GROUT � ---. � STRINGER E/�aSIDEEYOND I � .-- '� /j // (E� FDN WA�L � , �, --' / PERMIT 05.09.11 T.O.C. // -- DCWEL PER � PERMIT REVISIONS 09.21.11 �I, / X X x x �-x�—x x X x K/55.01 MATCH (E� x X =_-__ / / / / ,; / / __ � ' ' �� PERMIT REVISIONS 10.10.11 - � oo �oo 0 0 00�' oo� �/ PERMIT REVISIONS 10.19.11 0 00 � �oy°.�o � // z o 0 0 o a0°oOoQ°o0o �3x6° DOWELS / �o°OoOo°Oo��C�oC�oC�oO°o o� o ' // �4x1'-10" DOWELS Q 24" O.C. � � 1 �T L� � @ 24" O.C. �/ ---- � // DRILL 5��� I-IOL� W� (E) CONC & �,- � � _ �/ / l� / / / � i i i i i i / � i / / // EPDXY GROUT W/ HILTI f IIT NY150 �*" _/ / / / / / / / / // / � // / � -��j� 6" `�'-4,� 6„ NEW FOUNCATIC�I W�iLL RE: P!AN � R;,��a�eu"°� ��� ��� � ����'�' ° � �� F V DATI N ETAILS : � s, "� t •�,a . . � . . . � t � �i d��'�`�' � "@V„��� ��a.�� ���� � �:.�'��<"Fa�'�..�r� �r'a�����"'�� "4 �` -u�. � - J �IEW SLAB CONN @ E SLAB K NEW �DN �0 �1 �1 @ E FDN L THK S �AB @ STEEL ST II� GER M �D ' EST STAIR ,q '�rf���n . ��._x r c- z 4:� �5�� 3�4„ _ �'-0„ S�Ja� 3�4" = 1'-Q° �5�� NO SCALE 55a 1 ��q.,� - �'-0" � ,. �._« �, _ z... w �,� _ �,.-�ar,��;�" - ., �_ ,�s „� ' ... .�., . , . . � x�..��