Loading...
HomeMy WebLinkAboutB08-0202 Plans. . . 1( � � � � ` ��� ' � � i i � � � � GENERAL NOTES: I. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTI�ITY LOCATIONS PRIOR TO BEGINING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL �ROM Tt-IE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE A�L NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. I.00ATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALI MOUNTED FIXTURES, TOILETS, TOLIET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FA�SE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PRO)ECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SNALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APP�ICABLE CODES AND OBTAINING AI.L PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERENED BY THE IBC 2003. COMP�IANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHAL� NOT PERMIT WORK TNAT DOES NOT CONFORM TO ALL RE�EVANT CODES INCLUDING IN IBC AND ALL LOCAL AND REGIONAL CODES. �w�c•�i��yx.; 12. THE GENERAL CONTRRCTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTAB�E WfTH ARCHITECT'S WRITTEN APPROVA�. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTAT�ON, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. A�L CONSTRUCTION IS TO FIT WITHIN THE BUIIDING ENVEL.OPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATE�Y OF ANY DISGREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHAL� BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALI BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED tANDSCAPE. 19. THE SOILS REPORT IS AVAIIABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR lAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT. PROJ ECT TEAM: ARCHITECT OF RECORD K.H. WEBB ARCHITECTS P.C. 953 710 West Lionshead Cir. Unit A VAIL, CO 8I657 PH. 970.477.2990 FX, 970.477.2965 CONTACTS: KYLE H. WEBB / HeatherBarrie kyle a�khwebb.com heather@khwebb.com GENERAL CONTRACTOR G I LLETE LLC P.o. gox ssz � VAIL, COLORADO 81658 PH. 970.390.798 I FX. 425.740. I 440 CONTACT: BRIAN GI�LETTE INTERIOR DESIGNER SHELTERING SKY STUDIO 910 NOTTINGHAM ROAD AVON, COLORADO 81620 PH. 970.389.99669 FX. 303.967.23b0 CONTACT: RHYS OLSEN SURVEY EAGLE VALLEY SURVEYING INC. 41199USHWY.6&24 Avon, Colorado 81620 (970) 949-1406 ph. CONTACT: M I KE POST STRUCTURAL ENGINEER MONROE & NEWELL, ENGINEERS INC. 619 MAIN ST. SUITE 7, CO 80443 PH. 970.668.377b PH. 970.b68.3789 CONTACT: HannesSpaeh Gerda Bolton frisco@monroe-newel I.com PROIECT SUMMARY: Code: INTERNATIONAL RESIDENTIAL CODE 2003 Zoning: RESIDENTIAL- TWO FAMI�Y Occupancy Classification: TYPE R-3 IECC 2003 SYM BOLS: t A4.00 � Section Cut Reference , A3.0 Elevation Reference � A4.1 A Detail Cut Reference Revision Cloud 0 Grid Bubble wxx Window Type t A4.tA � Detail Area Reference �' EL: o'-o° Elevation Symbol � A-2.0 Large Area Detail Reference 1Q 12/3111999 Revision Symbol M1 Material Tag 000 COVER SHEET � . . . . . CIVIL CO. I I:10 TOPOGRAPHIC SURVEY � ( ,Q � I:10 SITE GRADING PLAN ti . � � � i � •' • • ARCHITECTURAL A I.OA GROUND �EVEL FLOOR PLAN ( I/4"= I'-0") A I.OB GROUND LEVEL FLOOR PLAN (I/4"=1'-0") A(. I A MAIN LEVEL FLOOR P�AN ( I/4"= I'-Q") A �,� B MAIN LEVEL FLOOR PLAN (114"= I'-0"} A I.ZA LEVEL TWO FLOOR PLAN ( I/4"= I'-0") /� j,2B �EVEL TWO FLOOR PLAN ( I/4"= I'-0") Q �.3/� ROOF PLAN ( I/4"= I'-Q") /� �.3 B ROOF PLAN ( I/4"= I'-0") A(.4A GROUND FLOOR REF. CLG. & ELEC. PLAN( I/4"=1'-0") A I.4B GROUND FLOOR REF. CLG. & ELEC. PLAN( I/4"= I'-0") A(.SA MAIN LEVEL REF. CLG. & ELEC. PLAN(I/4"=1'-0") A I.S B MAIN LEVEL REF. CLG. & ELEC. PLAN( I/4"= I'-0") A I.6A UPPER LEVEL REF. CLG. & ELEC. PLAN(114"= I'-0") A Z.O ELEVATIONS ( I/4"= I'-0") /� 2, � ELEVATIONS ( I/4"= I'-0"} A 2,2 ELEVATIONS ( I/4"� I,-0") A3.� SECTIONS ( I /4 - I -0 ) A3. � SECTIONS ( I/4"= I'-0") A3.2 SECTI4NS ( I 14"= I'-0"} /�3.3 SECTIONS (1 /4"= I'-0") Q3.�} SECTIONS (114"= I'-0") AS.O WALL DETAI�S (VARIES) A5. I SITE WALL DETAILS (�2"=1'-0") A5.2 SITE WA�L DETAILS (�2"=I'-0") A5.3 DETAILS {VARIES) A5.4 DETAILS (VARIES) A5.5 DETAILS (VARIES) A6.O WINDOW SCHEDULE A6. I DOOR SCHEDULE A6.2 WINDOW DETAILS A6.3 DOOR & WINDOW DETAILS A6.4 DOOR & WINDOW DETAILS ELECTRICA� E I.O SITE LIGHTING PLAN (�8"= I'-0") STRUCTURAL S I.OA FOUNDATION PLANS( I/4"= I'-0") S I .OB FOUNDATION PLANS(114"=!'-0") S(. I A MAIN PLANS{ I/4"= I'-0") S I.1 B M�I N PLANS( I/4°= i�-o��� S I.ZA UPPER P�,4NS( I/4"= I'-0") S �,2g UPPER PLANS( I/4"= I'-0") S �.3 ROOF PLANS(1 /4"= I'-0") SZ.O GENERAL NOTES S2, � DETAILS 52,2 DETAILS S3.O FRAMING DETAILS S4.O FRAMING DETAILS S4. I FRAMING DETAILS � , ' , • ... �t�+�* � 1 I ..r r�� �� 0 � • � . L� �., Q. H -�. V Q� -f-�. ..,� 1 I � �i r-,. � � � � � - �o ao o� C� ~ t...n t^� ^ . � � 7 Q � � � Q O O� W Q� H ry = P•. H � . �f' W f.''i J p"` V � � V � Q W S z 0 J � Vf W 3 � � � , � � .�� . � �=�:A � '��r���s'=. ;� � ;�� 3�., � ����� �� � �. � �:,t :`sX.,a`:�:yi'. � �� �`� j.�� � m�a��:� ' � x� . � g � �� -. I � r � � ,',' w>tj:-� ��,� � _ � (-.� �w � t ; ,-� C� \J'l � �-:�! ..+ �..t � � � �^- � 4 �� AP� 0� �00� � . �; ;�� � �.��,i�' �� �. �� �- `�,�� : w.,. .� ..► � � + � � �� � � � _ .. - � _ � ` - 1 � - ... � - -- ... PROJECT: DRAWN BY: DATE: NB I 2. I 1.01 REVISIONS: TOV DRB SUBMITTAI 02.11.2008 REVS O4.16.2008 REVS O4.282a08 BLDG. PERMIT SET 06.16.2008 CONS��ION SET- REV'S. 09.26.2008 TOV.DRB REV.'S 11.14.2008 8 RE . BLDG. PERMIT 11.24.2008 �tEU.'S TO BLDGN PER�1� 0�.2009 ' � °. " -� : „ .---' �� __� -. .� F .� , � : ���-r �_,~4/ � - � � f§,"�A�t+ '� tH7 .� .� � COVER SHEET I �I �I � ° � �� � �� f i � / �OT 21 �,,/� , 2�O � TV PEQ -_�,., UTILITY/. _---- FOUND #4 REBAR ELEV=8025.0 4'09'28" 8Q� � t... 8�� ° � s SEWER MANHOLE 1880 MEAS. RIM=$007.4 MEAS. lN V= 7996.0 `='' 8Q06.9 8006.7 >C \\ 8t?04.6 R=� z�.00' /r L=24. ��%i �: CR':C� C�:C��cC��"=`j�� "� �'�,�Ep^ CGT: C'�� G.w •-.� .:r�-`�"� .. . : - • :• � � �'� ! : • . � ... . �. `�. \` . �� � Tt�P jBACK CURB EQGE ASPHALT RQAD ,� � �,��y°` �� �'`. � .� �`. 7998. �'aq ° r's � 0 `� o � .� �\ � . �\ .� .� . \ . � 7994.8 SEWER MANHOLE 1900 MEAS. RIM=7993.7 �. ASBUELT INV=�984.1 BASIS OF ELEVATION �� i 7993.0 7993.4x��� ,,' _ -- 993.1 TQP/BACK GURB FOUND PIN & PLASTIC CAP LS#4974 : 7992.9 � � �x7992.6 f 7992.8 ``' R=200.00' ; ' �-65.fi8' '� 7993.0 � . �� 4' . , EDGE ASPHALT ROAD �O �... �o �-c� 137670PQ.DWG 6/04/07 KPJ NOTES: 1) �ATE QF SURVEY: 5j25j07 2} SURVEYOR HAS MADE NO INVESTIGATlON OR INDEPENDENT SEARCH F(3R AMENDED PLATS, EASEMEt�TS OF RECQRD (QTHER THAN PLATTED}, ENCUMBRANCES, RESTRIGTIVE COVENANTS, OWNERSNIP TITLE EVIdENCE, OR ANY OTHER FACTS THAT AFJ ACCURATE AND CURRENT TITLE �EARCH MAY DISCLQSE. 3} NOTICE: ACCQRDING TO COLORAQO LAW YOU MUST CQMMENCE ANY LEGAL ACTIQN BASED UPON ANY qE�ECT IN TNIS SURVEY WlTHIN THREE YEARS AFTER YOU FIRST RISCOVER SUCH DEFECT. IN N4 EVENT, MAY ANY AC710N BASED UPON ANY DEFECT IN TI-iIS SURVEY BE CQMMENCED MdRE THAN TEN YEARS FROM TNE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: SEWER MANHOLE 1900 INVERT=7984.1 (SEE DRAWING} 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS ON EASTER�Y LINE L.4T 17 (SEE DRAWING). 6} BEARINGS AND DISTANCcS ALONG PRQPERTY LINES SHOWN HEREON ARE AS SHOWN ON TNE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIOhiS. 7) BUILDING SE7BACK INFORMATION IS NOT PLATTED, F'RI€�R TO ANY DESIGN OR CONSTRUCT{OfV IMPROVEMENTS ON THIS PRQPERTY, TOWN OF VAiL 5HOULd BE CC3NTAGTED FOR CORRECT BUILDING SETBACK IN�ORMATI01�. 8} 2' CONTOUR INTERVAI�. 9} POSTED ADDRESS: 1895 MEADOW RIDGE ROAD. „`, i,,'i, � X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER t`� �� ���,�t�, , � ; �, �"y' $ � .:, %' : X.X DENOTES DECIDUQU5 TREE WITH APPROXIMATE TRUNK DIAMETER 4ri1, � � � � � i �i � ��■i� SURVEYOR'S CERTIF�CATE f, Michaei J. Post, a Prafessional Land Surveyor registered under the laws of the State of Calorado, do hereby certify that this topagraphic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. --------------------------- Michael J. Post Colorado P.L.S. 30116 Date: _----___---- TOP%BACK CURB v:.:= e ��...`-��;� — - - .:.�.:...- = - =-=�-;: o�o��:: �,— .. • • :• � r ��� • : . . � ... .�. EDGE A5PHALT ROAD ��'� � t c5 , Q �� � ry� �oT 2� ,,� / SEWER MANHOLE t900 ASBUILT INV=7984,1 BASIS t}F ELEVATION EDGE ASPHALT ROAD TOP/BACK CURB FOUNQ PIN & PLA5TIC CAP LS#4974 , / , �� ��.. �`` � V�� �� �' . 1376WALLS.DWG M. P4ST 12f15 � �. � . � � . .. .. — — — � N O7ES: 1) DATE QF SURVEY: 12/14j09 2) SURVEYQR HAS MApE NO INVESIIGATION fJR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD {C}THER THAN P�ATTED), ENCUMBRANCES, RESTRIC71VE COVENANTS, OWNERSHIP i1TLE EVIDENCE, OR ANY OTNER FACTS THAT AN ACCURATE AND CURf�ENT TI7LE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO CO�ORADO LAW YOU MUST COMMENCE ANY �EGA� ACTION BASEp UPON ANY DEFECT IN TH1S SIJRVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUGH QE�ECT. 1N NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECTIN TNIS SURVEY BE COMMENCED MQRE THAN TEN YEARS FROM TNE DATE OF THE CERTIFICAIIQN SHOWN HEREQN. 4) 4.5' OF SNOW OtV LOT AT 11ME 0� SURVEY; SQME FEATURES MAY EXIST BENEATH SN4W THAT ARE NOT SHOWN ON TH15 DRAWING. 5) BASIS OF ELEVATION: SEWER MH 1900 INVERT-7984.1' (SEE DRAWING), 6) BASI� OF PRQPERTY LINE LOGATION: FOUND MONUMENTS ON EASTERLY UNE �OT 17. 7} BEARWGS AND DIS7ANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN 4N THE SUBDIVISION PLAT UN�Y, A BOUNQARY SURVEY WOULD BE NE�ESSARY TO DETERMINE 7HE TRUE DIMENSIQNS OF THE �(}T AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 8} THIS SURVEY AND THE INFi�RMATION CQNTAINED HEREON IS THE PR4PERTY OF EAGI.E VALLEY SURVEYING, INC. AND lS INTENDED FdR THE SO�E USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF t?R TRANSFER TO OTNERS IS PROHIBITED. 9} THE SOLE PURPOSE OF TNfS SURVEY IS T4 SHOW WA�L/ELEVATION IMPROVEMENTS. �``��`�� �� s .�,�ooJ MEADC�W RiDGE ROAD {5(�' R.O.W.} �,�`�, s�� .�'� °d � � �a � zs �,, `` ° --... � --__ � � � • " ! � " l 1 "=1 C�7—Q�s Q 0 � � • 0 • � v C . � � w � � •.., -C V .. � i�`"rs �� � � id +v+ � � . •M; ,� o a�. f'"``" �t � � � . •r, � � ,a�. Li � � 0 �'• ,.. � ..�► ... s s � � �� �M � � � i w -.n � �� � � � pto��Gt: - aR�wM er: e� DATE: 12.f7.Q� �E�ISI�N1: mv � s��. oz.� �,za� BtD6� PERJV�� Ob.�6.�008 �mv su�s. ���rrs��r.�s 07.11�2008 �TOY.DI� REV.'S 11.14.2008 �TOV.DRB RE11.`S 05.06.2009 ��r.� �vv.�s ��.�o.�oo� CaNST�11CTI0H STAGIHG PLAN � ., ��� !�� ��s �j�p, o.� \ NEW RETAlNiNG WALL L�CA710N PER SURYEY DEC. 15, 2oas ii� w : i � —t1 `j'1 � � � � � � r-� O � Q � i � 1 � �o a � � � NEW RETAINING WA�L LOCATION PER SURVEY DEC. 15, 2009 . . �.. .�� a � s� . �1�. :��• .� . 8.0.4Y. EIEV. 79J5�-6" � :! ! • • �°iai'�w��C 3 : : .��� 1� ! : ;� ; � ' �' � ' �. a !!' : • �..,,i� .�1 .,�--''' ``BQro ROPERTY LINE ,-�`�s-----__ �� � �� NEW RETAINING WALL �QCATlON PER SURVEY DEC. 15, 2009 �2 r� � .,�143.24' (NON-RADIAL} ��� �� .. , . � r• 000aoo�� ��MAl`i1Cb'�ii�l• � ' • � .��.. �. ���r�� � �r�T:�,� r�-�����::�i m r_ Z rn r � , :, . ... � � � 7ss4-s• [ii1 Ef:��:. FIN. F't.R. ELEVA' �� liil���� �� .. �i� � ; IIIII '' �ij:'� , ���i:;'� ... , - – -- it) � j � � � � - j i �-�_���.�.� t , iiF] � � _ . _,�, �,�,J . � :i�� � � � • � �' _ _�.____— _ � ,..--...--'"�= ��-�r� r�r r ---.�...., i�t�r� �i� • �' I� '. �`,1 : �• ;,���� • � �I � I � ,, -1\t�11„r„i�i��....�rr.�.... �i _ " -\ _ _ ._ . �!��/:� j�',� �:a;: � 1 j �_.. � __, —_ `""�S�.�g A�l� "- E�EY. 7994-0° FIN. GRADE p�pPOSED �ANDSCAPING ��Mirs ---..._ g� �..� o�S�� d / ��� ��,j �(�, t�` ;..._.._._._'°n� :�� � � � :r e i�� a• � �i � j� �. l $ -� ��'�0 � SNS POq. ; E�E'. sao�-o„ � T.O.� PaQL WATER UNE � EI.EV. 8004'-r0" SNpWMEI-T T.a.w. saoa'-o� r.o.w,— � � ELEV. 8005'-4"� � T.O.W. �T ELEV. 80�p'-0" AUTOC4URT E�EVA710N ,�, SNaWME�TED ; 3.7%---------► DRIVEWAY i� rc « �. 7.. ;�i' ______--�� v� N EIEV. 7994'-0" T.O.W. „� EIEV. 7994'-8" LiNE � � �'.' •f/ [r}��� ,'' �..,.� �' SN4WMELTED DRIVEWAY CONCRETE DR4VEWAY— VFY. A�L SCORING PER r�� 9� r/ I � 93'-0" MEADQW RIDGE ROAD (5�J' R,O.W.) �,�,,� 6'� Qp .�'� �'a ��, r � �� r + _ _ ���, ��„ =___= 1 � =__�_ / '— _ � = _ / � ' _—_= r — =— � C„� __- �� °�r � ' � �I � � �L...__r �� ' � f ..s:;GY ' �� • �; . a�� � s�v� M-� q i ��',�,;,,; � T "' � . S,, � . , _�� 2,�� �'� � — — ----� '*.. PROPOSED �:�►— � .. � •`� � Ia$ Qs ' �� C�h rn v 0 � � t7 .h � 9�q �'.� (PAVEO DRIVEIYAY/ PAR14iNG+ 2229 5Q.fFi. 1D7G� 222.9 SQ./F1; OF SNOW STORACE(250 I / � % � f �� �'`-- as �,, , � 1 ` -._ � -�.... s �'• �c�, --._. ''��,� - rs r� l� �� �T 6' i i i i — � � � � � ---- _._ _ ^'.^.-.. ".�... "`.�... �f TE P �A� 1 �, , „ � _� Q —Q �� � � � ■� � _� � �� ii "� �''! c�►" $ .�r , r �s ; �^ rn . � � � w r`! "y� `7�..�:r,� �- � � . � � � � v � � � c � � 0 1+ ..r a�r► ,.. � __ �r► �► i �r i i �� I.. a � � � __ � � � d � � � � : ' D�AW11 ��: NB Q � � � : � �.) �.�% �F��sia�z: �nv u�s su��ra�. �.a �,x�a�s �.�����:i��� �Ta►v �tns. ��rrs�r�rri,ls 0T.11.ZQ08 �TQY.DRB REY.'S 11.14.2Q08 �REY. BLD6, P�Rlk�t' 1 L24.2008 .-����.���.��.� �.�����.�� ��.�.� REII','S TO BLD6. PERMIT 12.30.�009 SI1E PIAN _ _ 3; ����y ��,�'� ',�'�Qp� Plant Typ� Size t„�,uantx ��� . ,.,,��.+ > .. Ccrlorado Blue Spruc� 8 8 ' � X 0' 7 � l,2' 4 • � �� 1 14' ( p,1 A.spen (T�Iurser� Grown) 2.5" 24 � �� C�� S rin Snow Crabapple 2.5" � ,� P g �� �� 2 M� Montgomery Spruce i 0 gal. ,���r� � J� Medora Juniper 15 gal. � � 7., gal. � ��y� Blue Chip Junip�r � ��• � � ��� Blue Muffin Vibrunum 5 ga1. $ t' ,� , 15 Lp � Isanti Rediwig Dagwoad 5 ga1, %'� ��- � Miss Kim Lilac 5 gal. � .,, �� � .1 Snawmound Spirea 5 gal. 13 � �: , .��t. ���.< Sod sq ft 165t} :;:.> :�r��:: ��� ��� Perennials 1 gal. 385 � r i x a; � .n.�...r.rr�r � �� } V�+, l f� - '��AC�C�1f�l �I��� �C�AC� -�� 5� R.C�.�il. ���,,�� �Q ��� p�i ` ��� ����� � fl.. i 51 �. � � � �.� 1 ! 7 / ' `�i � � �� 26 �� � � � -___ �-_.. � � k � ���� � �. � � �: , ,� « � i rrrrrrrrrr -�t *�. `�R"��. . �' �:£_.�x.,s.��:. .J. ��.�:�t.:.� �.•fi . Pk�st �'!`it�e `� :313fi� Av�rr, ����dt� �1'� Rh�anel�a�c {9�`C1�i'4�'3MB461 i'k�st t'Jffi+� �c 4a422 P'�t�ket�, +Ccsk�td+� ` _ 8��� , Phr�n�,� �;�03� ��75� Err�et��. m�ct� +� �sr�.+� � �� � �� �� �, � � �� ��� ��� � � � �� � . �,�x� � '��� � � � �....� , �� � � �� O � ^ �.�../ --- � �. . .�•.�.�• � �� � "c� \E.../ � . � L .��� � � � � � m � � � � � � � � � � V � � :�� � � i.��� �: � . � . � � ���� � i1$�e 4/ � 31G� Q� C} �� ` ' �it'�l1Af�i � . � . �? ��� � ��� • � � L t— � f G.7 G � � I �i C �. • •• . � � O �--i � � � �• .�i� N d' � mlao m _� 2 A5.0 1 A5.0 1 2 WIN TO 003 . • 2��-2�� � iv O JND AN u�rE � 005 — — — — - ISIj. T BAR r-�IN �� � ' . . FIN. FLR.' GROUND LEVEL � , � LAUNDRY �'ap '�', 07 , TV ' �� � ENTERTAINMENT 004 FD _� W.C. 009 �.� � 3,_ ,��N 3�„ oo� 32,� Z o (�'1 � 1 u �_ �� �3�-4 '-6' '8-' o - 2' z 2'-9" '-8�' 32 20'-5" � �T006 M RE . N ( _ 2'_ "X 7'-0" PC �� HW � , 03 �ELEV. 7994'-0" � T RS � LANDING j FIN. FLR. GROUND LEVEt , 6 R'S 7.5 M I � �P 5 T'S 1'- "= 001 � HALL ,,��. � , 00� II 05 „ FUIL HT. TEMP.! O ��' :}-� UNDER STAIR r,i GLA55 WALL � 'y ,L� STORAGE _, - 04 ��� GYP. @ M � � � � UNDERSIDE OF STAIR � g p _ U. J � � °o �o xo oZ _ oC � m 02 .-+W � � � KID'S � PLAY RM. 006 ELEV. 7994'-0" FIN. FLR. GROUND LEVEL 00 EGRESS $�� W14 - wiNOOw � WELL F� LI E OF FLOOR ABOVE � — — — - 6, m : o !; W - �, � � _ � '_3' 4'_0,� 4�_��� �_3 � _ _ , W �� � I • 1 1 11 1 1 1.� POOL CONNECT.- PER DESIGNER , o ;'; � ;,,; LL' a y i� F- . ?� � STAIRS ; ' z 012 �' � = o 11'-6" °' 00 � - -- ,,__ __ � _ __ _ TA RS ,--i ELEV. 7990'-0" � STAIRS _' 6 R. 5 7.5 �11 M UP FIN. FLR. GROUND �EVEL-P00 EQU O15 _ 5 T. S@ 1'-0' HALL POOL M 013 E UIP. = " GYP. @ UNDERSID H CO FDD Ol.% _� OF STAIRS rniv C0�—N STANDPIPE FOR � " TYPE "X" GYP. BOA D _� STORAGE p8 ,. �09 ON POOL EQUIP. Hg ' POOL EQUIP. M 016 HW 3'-0"X 7'- " WALLS AND CE(�ING • - o � � ^ �P 3 �� _5 _� ' �o�o �' HO ER NO�-�- WET BAR �o EXIS . CA S tt , .y 011 MECH. � 2'_fi" HOOKS �3 � � GUEST - _ u, �, HALL N//D ��'1 � ; GUEST � 0 � � 018 FD = -� N rn BATH � o �, m CARD/ � 019 � DN 2 R.'S 7.5 GAMES -+ LEV. 991'-3" CT_�—CP 1 T. @'-0" UP ml�r 022 � MECH , FIN. FL . GROU LEVEL � U' �� ELEV. 7991'- " ' '-'��' 012 ,'-0"X 7'- FIN. FLR. LAN IN m X M � - -� EXIST. CABS �� 4 � M � n lu i lu lu ��� 52n � 3u u 8 3z 6 - 32 5_1 _, s Z g EXIST. CTR. ELEV. 7991'-3" HARDWOOD FLOORiNG FIN. FLR. GROUND LEVEL THROUGHOUT, TYP. UON Q �iiii GUEST "'� � d, MASTER � � � 020 � x GUEST N ' � 021 ELEV.7990'-0" ' llg r'M FIN. FLR. GROUND LEVE EGRESS ��.. — _ _„ ar H B ���M„ • ____ __ _ __�__�___ _ �- _ � � LINE OF BAY ABOVE �2 -� _ �° GYP. @ U � � GUEST OF STAI� ni ^ 2 1 1 A3.1 A3.2 A3.1 4 5 7'-61" s �� . ' 5'-0�� � � HA! MECH. 011 F D� 3Z, 0,� 5, �„ 1 HW p 001 3'-0"X 7'-0" � I 2 A3.2 6 � � —.� � PROVIDE FAN FOR CRAWLSPACE VENTILATION �" TYPE "X" GYP. BOARD ON CRAWL SPACE WALLS AND CRAWL SPACE CEILING lESS THAN 5'-0" ELEV. 7999'-0" FIN. FIR. T,O. SLAB AT CRAWL SPACE �—CRAW� SPACE ACCESS- (2)3'-0" X �, 3._�„ 20 MIN. DOOR $" TYPE "X" GYP. BOARD ON CRAWL SPACE WA�LS AND CEILING 7 3'-0" Es�i� E TO LIVING AT 2 ELEV. 7995'-0" T.O. W. A3.3 3'-0" I � �. 0 O N M 1 A3.d �� 2 A3.0 I — G.9 N � �� �n N G.l 2 A3.3 � � � � � • � • ■� �... --� � � � � � � � Q N V �'' Q. � • �y- J O • ,¢ r. � �a � Qo a W p� V �' N _ � � � � . �' -4�. W � � �+.` �� •-- � V -�C � t,) W _ � �n Z O , Q � , � � W � 0 � � ~ � , �`�� � � �,."�. `' ( � i . t ,, i � � _: . , � �,�.,.. 1 � w i � ' , _ �► � �• — � .�► � - r � � ,� + — •• -. �� � _ �• � PRO)ECT: - DRAWN BY: NB D A T E: I2.I1.01 REVISIONS: 01.23.200$ TOV DRB SUBMITTAI 02.11.2008 REVS Q4.16.2Q08 �° ��"� ���� � � � ti�� REVS O4.29.2008 , �;°-.�� c-��� �;"��j`k;. REVS05.07.20Q8 � �� � � �. ���������y�,�� '��� BLDG. PERMIT SET 06.16.2008 10TOV BLDG. PERMIT SET REV.'S r � � �j CONSTRUCTION SET- REU'S. 09.26 2008 ✓ �� � _� _ _ � _�,� ���,: � � /�TOV.DRB REV.'S 11.14.2008 , BREV.�TO BLD6. PERMITI 1.24.2008 FLOOR PLANS GROUND LEVEL-NORTH C.l .a GROUND LEVE� PLAN-NORTH 1 1�4„=1�-0„ 8 9 1 ev�( �� �A � � • � . ... � �� GROUND LEVEL PLAN-SOUTH 1 i�a��=i�-o„ � , `n,'�.� ,� .��i, t , f ; ��� � . , t�'�.�� i, t ' ;'s C,` `r�k'`��k���_�'� t}� ,� 1. -, t t► t� � 5 _��_ _ m�_� _�_ � � � C � � � � v Q H +.. � � -i�-.. L v �... Q r-. --� �n �. �o v� — �o 00 0� O ~ c..� r"` r�— . � .� o �t �"� �„ °` <t o o� � °� � N = r.. � ^ . �7' W � J �' V a OG V 0 Q W _ �/f Z O J � H W � O t�. � * * �', � , �� 1 �r ...,: r :r � � , � �r � , � � � ,� � �_`����� � W � � W 0 — � W �C � � -.. �� � ... � — ... ..► A � � � � — ... .�. ... - �� _ � i -. � � � PROJECT: DRAWN BY: DATE: HB I 2. I 1.07 REVISIONS: Ol .23.2008 TOV DRB SUBMITTAL 02.11.2008 REVS O4.1 b.2008 REVS O4.29.2008 BLDG. PERMIT SET .16.2008 CONSTRUCTION SET- REU`S. .26.2008 OTOV.DRB REV.'S 11.14.20Q8 OTOU.BLD6. PERMIT REVS 11.24.2008 � F100R PIANS GROUND IEVEI-SOUTH . • '�/i1� Z • au� � �.�.. � _ � �t " � � � � � � � � � ... � � � � � "' � �� � � � � � O �� r � � • � 1� � � � � � �2 tt 5► v S��'�^ a ��i���t�/V �� �� �{•� � 0� � 1 2 '-11� 20'-2" / \ 4.9 22'-6 / \ 6.1 6.9 5'-0" � 3'-7° �- 22'-6" .. 10'-3�" sooa�-o� TA.�Af. eoos�-o• T.O.W. � M r _ ic : �► (� � � , .. . � :. . ; . :. �► ' �. ,� �. �ro � � ,� � �� �, „o�� � �� CHA5 , : - _ Po, �� �, ,� � ,,o .�. �� ` N - ,�:,9 ��.� ��<� ,�.a, ��.� ,�.w ��� �,.� L � KffCHEN DESIGN Y OTHERS-V . _. • BUILT-IN N/ E(YT � �� ,� � � � � = �� _ -0 �-0 ,.,. ' , � _ - KITCHEN TViENT DESIGN BY OTHERS-VFY. B•O.W. B B.O.W. �^ �,u � ios _ S 107 M P NTR ��� N ANEL & 1� n � u O � e�v. ,-o• � 5'� '- � � 5�' �'a���s- 1i Fa�i� �r 19'-0�" 1�-4�° 3� 5'-9" �1�_����3� 19'-8��� , ,� o T.o.w. � 2 H B i- �� 101 ,� .,,o . i "VISION" GAS FIREPLACE/ 1V/ENT. N G, , = PW ROOM ,,,° �'.'°" � I Po a� : EUROPEAN HOME/ 54 X ROOM as.o p� � � � DESI N BY OTHERS � , � 32/ OPEN FRONT/ 8" B �. 101 � , ELEV. 8004 -0 � VENT/ STAINLESS STEEL FIN. FLR. ELEVATION N SNOWMELT x'-3" ti� HALL ' DWOOD FIAO G- � FRONT � R ELEV. 8004'-0• �v2 109 EEL RAILING '"� TMR � .� KITCHEN DESIGN BY OTHERS-VFY. T.O.TERRACE W/ ARCH. GIAS � � �4 �' = ELF1/. 8004'-0' INFILL PANEIS � HARDWOOD FLOORINCr ENTRY K � - FIN. FLR. Et.�1/AT10N � . FOYER � B _ ,. THROUGHOUT, M. UON ELEV. 80040 � �N�E FIN. FLR. ELEVA110N 102 0 STAIRS IANDING W O �� 110 ° Z 1 � 1 R., " _ NORTH A3.0 1 ;;I UP1 T.' � l. � HARDWOOD FLOORING- � TERRA E = ' � - THROUGHOUT. M. UON I , �O G, �s.o � X PIVOT DOOR j� � 133 0o r� ; ^ HAL� DINING ��� � : �� 2 111 104 O -' � A3.0 _ � N 5 T. 5� 1'-0 M w31 � _ UNE OF SOFFIT ABOYE ------� O� - M �" - , , � - - - LINEOF�SDFFITABO � ,' � - _" 1 = BAY ; � , ` � � � � -' O � __._ . _ -� �, - � ,i W32 � D7 __ _� � _____ ..._ . � _�_ .N_ _ _.� N. _ _ _... � __ _. _ ,.,,�._, .., ,,.. . � � AS GRI � � � u , �_ n � u �_ �� n. � n o ;-� 16 -4 5-6 18 -fi Z� o � � � � '� C PROVI 30�� ' ELEV.80040' �%' TERRACE ELEi/ATiON I GYM _ � - - '� H . 5 113 HALL - - � � � - 112 2'-2��� SOUTN , M �I.EV. 8004'-0' '""�" ( � FIN. FLR. ELEI/AT10N � TERRACE � , „ „ , � �- 4 -0 t� �.. � s 131 v' '-i - � � � �-°,rr � � � p HARDWOOD FLOORING- +: ''C � THROl1GHOUT.IYP. UON (� '� ELEV: 80040 � t` � • o - � GYM DESIGN BY OTHERS-VFY. B ' � -TERRACE ELE1/AT10N 3� � W SLOT DRAIN SLOT DRAIN W N � _ -. - - - O O � ; I D211 .. �Z Z � � � � - '( O � � - - . � �. � . � � ; . = ----� o LEV.8005'-0' _ � ��� _.v : , - .�__ _ WI3 G�% _ SLOT DRAIN SLOT DRAIN pN VFY. DEP'TH W/ POOL DESIGNER � N T.O.W. m• - � p �o Q ,, HB O VA�LT QUIP. ,..=y,d. � 2� �; uf � _3 , i° � SALT WA POOI _ � � � � I� 9 I � �nht F.D tf� iI �F SPA �- h � �.� � ; I,: , M� 1 LAP POOL, INCUJDEAQUAMATIC I Et.EV. 8003-0• SWIMMING N j! 129 vFY. DESIGN W/ ws.i POOL COVER SYSTEM ON REMOT� T.O. POOL WATER UNE pOOL '� � O O !, T-TUB GUNNITE- VFY. W/ POO OWNER SWRCH THAT MEETS ASTM = �� oC ' ' '-3 ' 4'-0" 2 j: ESIGNER, INCLUDE AQUAMATI �• ���'s 1346-91 STANDARDS. 13fl � a�� �. � � � 2 ,;; P OL COVER SYSTEM ON REMO TERRACE E A � Op � 3 ELE�/.8006 -0 � 1i� ,a 115 / HOWER/ROBE S ITCH THAT MEEfS ASTM 4 a 1. rJ -�.�� �; ! � OOKS 1 46-91 STANDARDS. � �s.� : I � '� � T.O.W. FDo � i� - 8 sooa�-o„ �v.s000'-o' � _ T.O.W. ' 2 � T.O.SLAB. , . . . �1 . - - - - . . G - - - �� , .. , ,.,.,. : �_ . � _., ���" tA 3'-6"X3'- �.1. � �_ ACCE55 2'-6" X 2'-6" ��� � �; t -' ACCESS D ' ST IR M LESS THAN 5'-0' 3-0 x 8-0 - n► 1 � _' ELEV.8000'-0' DI/2 ' _ 5 6 7 M HALL ' '"�'° e� „ �s:� �s.� �s.i ELEV. 8004'-0• � � 6 R' 7.5 FIN. FLR. ELEVATION � �-0 ,� 5 R.' _ � 0 � '4 5 T� 1�_ ���P 116 MUD RM. , f'+M A RT tEVATI � I T.' ��-0■ UP T.O.W. O ,� EL�1/. -0- � _� �� _ � 110 118 HARDWOOD FLAORI � a � a ELEV. 8000'-0' _, _� T.O.W. � � � w ° 4 THROUGHOUT, TYP. WN _ �_s�u I 8�n i �� �s.i . w . ws.i . . . � � � - yy� ' 103 x z x u� A3.3 �,r� e-i DRAIN � 6 R'S 7.5 N Hyy°D- O ' BENCHJ -- -' � N 5T. S{� 3'-0 Z? � HOOKS UB IE ; N � c0 1 F; K %;, fk �; - � _ ��i � Lti � � _� 104 • _ HATCH INDICATES (1) HR, o AUTOCOURT ELEVAl1ON p , SEPARATiON FROM � � � ELF1/. 8005'-4' ' � �� i' GARAGETQ LNING AT X yy � � �� WALLS & CEIUNG OF o 9 T.O.:L.1.�-O�� N I`; � � GARAGE � � (; ,�. 9 �� E �,a, ,►s.� (Q t0 ❑r Ha `' ° °�,6+� GARAGE o � ` � � > cn o '1.'� •6, --Fp ��i%� � e-1 ° MECH. ��9 � 119 , I ;� I Y U � C�OSEf o AUTOCOURT � � �: � , � 0 126 w EL.EV. 8000'-0' J � FIN. FLR. ELEVATION � � .°� - / �; 00 - - {V tL) I �' - � ao � N �E' N 105 � _ N �_ __ . � . _ _ - � � , �. , _ : W . ,- _ o > � '� - ; , o , _ a �, � mQ �� , � _ � x � '`� k ~ �' �., °� Y � 0 20'-TURNING RADIUS : ' " {� --� � � % F ` ( � �',�' � � _ x �� �J `� � _ � Q .. . � O eA . Y .� �� ����4�� f. '��"-f ., � � , . y� o- .-+iao 0 ; _ Fp � _n) _, _� "� c�l W � o � . � Z -.� � � ti � � ., ,r_. ,; �) � . .. . _ _ � ' � =' EI..EV.8000'-0' � ` � _ __� _- _- ' -� AiJT'QCOt1RT� ELEVA't7QN � ' � � � �� � 4 � � �� � _ _ . r., � � - �.�. �� �. ��, �"�� �� � _, � -6��� _ _ � x- - , .. _ -- �� � HATCH 1NDTCATES (1) Hit. '-3�� / SEPARATION FROM 2'-6�� 2�-9�� 1'� � �-Q�� � � GARAGE TO LNING AT �, �y {; WALIS & CEIUING OF �o s, HB °° = ` TRASH O �E ��2+� O '1'n E ELEV.8001'-0' O � �� 120 ;.� t� �106 ���� O y� � yy23 FIN.FLOOR Et�VAII BII� STORAGE _� c - � o F:,� :<�,�� f�� . _ __ _ C.1 � `� �;..� � '� - ii (� ° '�? z ' x � � � � i 1 LEVEL O E PLAN-NORTH 2 1 1 ; Z I 2 � 1/4 -1 Q A3.1 A3.2 A3.1 A3.2 A3.3 1 2 3 4 5 6 7 8 9 1` � � � a c cL �- . � H � � .� v � a� � '4",� 4 , � �. oe -� � � v u � �� G � o = � �a C � � � � � • .� • �� _�� '�.�-. �r r°'t�-�-,�.r�rr „� `� � W � W C � � V � '� C W C L.i� `� W u_ � � � Z 4 W u.. �" i� �' c ��i -_ cc W Q � � V � �. i � W �- C Q � � �� m � Q, �n � � C Q Li� w � r� �� � O � �J PROJECT: DRAWN BY: DATE: 12. REYISIONS: 01.23.200f TOV DRB SUBMITTAL 02.11.20U� REVS O4.16.200� BLDG. PERMfT SET Sb 1 b.2�0� �TOV BLDG. PERMR SET REV. . 0�., � .2Q�� CON!�1RUCtIQN SET REV'S. 09.26.2UUa BTOV.DRB REV.'S 11.14.2001 BREV.'S 1D BlD6. PE�tMtT11.24.200� 21 �REII.'S TO BlD6. PERJM(i 03.24.200! FLOOR PLANS MAIN LEVEL-NORT� . � .► . � ~ ... � � • h- .� � ���� _ �� � LEVEL ONE PLAN- SUUTH 1 i�a°=1�-0„ � ,� �.n��,�, �. � � ���� r �^- i.� �' ` �'' � � � � � °;�, ,�� � � x ° � ,a �� # � ; .� � , � � � i .� � -t � � �.-�rt' � � � 0 � • 0 � ��� v Q H i... v a� � • i II � I II V i,. O .. s '� <, « , r .� � % � t �' 1±� � ��.� � � �n �o 00 C V J Q � +aC W � � � W J V � « Q � W S v'1 Z O J 1`� � W 3 0 � ... ` _ � ... ... __ __ _ _ ___ _ _ _ _ _ __ PROJEtT: DRAWN Br: DATE: 12.1 REYISIONS: 01.23.2008 TOV DRB SUBMITTAL 02.11.2008 REVS O4.16.2008 REVS O4.29.2008 BLDG. PERMtT SET Ob.16Z008 CONSTRUCTION SET REV'S. 09.26.2408 TOV.DRB REV.'S 11.14.���08 8 . BlD6. PERMtT11.24.2008 �tEY.'S TO BlD6. PERMti 03.24.2009 FLOOR PLANS MAIN IEVEI-SOUTH . � 1 2 3 4 z a3.i i i 5 A3.2 A3.1 6 7 8 L EL TWO PLAN—N�RTH 1 �.i u��,.'oe f Q ��� 0 � • �� • 0 v cZ. � � V � i... "t"` v L v a� � ° � �� � .� � � � �.� �r , ,. . r- �n �o 00 0 u � .� � a W H � N W J V CC t.� � Q W _ N Z � J � � W 3 a � ... .. ... ... r ` � ...► - � � - � � s � �� � PROjECT: DRAWN BY: DATE: 12.1 REYISIONS: 01.23.2008 TOV DRB SUBMITiAI 02.11.2008 REVS O4.16.200f REVS O4.29.200f BIDG. PERMtT SEi Ob.16.2Q0� �TOV BLD6. PERMIT SET REV.'� 01.11.200f COI�N SET REY'S. 09.26.2008 TOV.DRB RtV.'S 11.14.2008 BREY.'S TO BLD6. PBtIM�T11.24.2008 �Y.'S 1� Bt�6. PERIVUi 03.24.2009 FLOOR PLANS IEVEI TWO-NQRTH . � i �. 9 4�� .� . ��`t �".,%,=� ,�, , ` �"� ,. . .. .. . �i,.k:. .. t�1 H t,''�i �`� ` ?�f �%�� r , t „{ �• f�ta � '�'k6e Xt:l. � '� a' _ __ _ /�..�,/� LEVEL TWO PLAN-SOUTH �" 1/4"=1'-0" � !� � � � � � s � C..a �..���,.��. � , H -ti. U � -1�.� �.C� V � � Q * � � � `�' �' �; .,_ � K j t � �. '.� �. F1�� �� ; ! �� ., , � W W r�C V aC S W 1.i� �� � m ��� r-,. --� �n � �o �.r� _ � 00 O� 0 ~ U ^ f� • �- J O Q � � � Q O O� W p� � N � ^ t/� �..� . ch W 0 J � V 0` � V 0 Q W _ t/f Z � J 1-- � W � �� r� � � .�. .�.► .. J Q � i ___ � � � � • � � � � • � PROJECT: DRAWN BY: QATE: NB I 2. I 7.01 REYISIONS: Ol .23.2008 TOV DRB SUBMITTAL 02.11.2008 REVS O4.16.2008 REVS O429.2008 BLDG. PERMIT SET 06.16.200$ CONSTRUCTION SET REV'S. 09.26.2048 /�TOV.DRB REV.'S 11.14.2008 BREV'Si0 BLDG. PERMITI 1.24.2008 FLOOR PLANS LEVE� TWO-SOUTH . 1 Z ( M -- — L — SOLAR PANEL LOCATION-VFY SI� OVERF�OW DRAIN; SIM. ;f TO ROOF DRAIN W/ 2" HIGH EXTERNAL WATER � DAM ON DRAIN ASSEMBLY \ / CONC. RING AROUND —� DRAIN, TYP. � � z A5.0 K AS.� J - i • DOWNSPOUTITO GRADE �� ALPINE SNOWGUARDS/ #115 (2) HIGH HOLE PIPE BRACKET & BASEPLATE -.r— . .. � . � . . � � '. M ECH. (2) PIPE SNOWGUARDS HASE ROOF BELOW ALPINE SNOWGUARDS/— #115 (2) HIGH HOLE PIPE BRACKET & BASEPLATE � � � � � �� 137,fri1„lTilfl.lr. � . • • • • • � �� �% � OZ�' - � �I i E: %a" PER T. � - - - - I I SLOPE ROOF �OISTS; � � � i � I �' � /4 T& G PLYWOOD EXP. 1 I, , I ROOF DECK, TYP. � � � � � � I r._..,...,. , � �-----�------�� � --'---N ------- � N I ----------- i � �o000 � � _ � � � —. � �- -I '--�0 � .J _ _=_-___=_- �O / \ E'"' CH• O HASE . O —' �I LCI O � � LC:O ! � �� 3„ �� '� m� M n�i oC M rr� oC �; � /4 T&G PLYWOOD � ��� i OVERFRAMING FOR � ;: � � } �� CRICKETS TO DI RECT �� ' I I .�' WATER TOWARD J � DRAIN � � � � � _ � CONC. RING AROUND —�- `� DRAIN, TYP. ,/ �ROOF DRAIN; 4" PIPE, SOUTH j � TURN DOWN FIREPLACE FRAMING TERRACE ! � %4" PER FT. � I �� SLOPE ROOF JOISTS; � i DECK �4" T& G PLYWOOD EXP. 1 i Rb�OF DECK, TYP. � � � I � � i � i — — — — — G.7 — _ G — I F — E D C � I I; ;� � � I I 'i I _� �' ;� �; 'I I' ` I I' ,I �, �I I� I I � ,' SOLAR PANEL LOCATION-VFY SIZE `� � � � � OVERFLOW DRAIN; �`IN1. � '' i� �TO ROOF DRAIN W/ 2" � ` l ' � HIGH EXTERNAL WATER �� � a: i�00F DRAIN; 4" PIPE, ,/ � DAM ON DRAIN ASSEMBLY � TURN DOWN � fi�� FIREPLACE FRAMING 3/4" T&G PLYWOOD � OVERFRAMING FOR � CRICKETS TO DIRECT ( ` WATER TOWARD �ECK , � � DRAIN ' � CONC. RING AROUND � �,►� DRAIN, TYP. � � �- - � I I I' I _ I- - � _ ROOF DRAIN; 4" PIPE; ( °ECK TURN DOWN FIREPLACE FRAMING CONC. RING AROUND DRAIN, TYP. � OVERFLOW DRAIN; SIM. TO ROOF DRAIN W/ 2" .---'' ' HIGH EXTERNAL WATER �/ � DAM ON DRAIN ASSEMB i i �( �� — 3�4�� T&G PLYWOOD .r OVERFRAMING FOR � CRICKETS TO DIRECT ! WATER TOWARD ;,` �� %4" PER FT. DRAIN �i 1 �� SLOPE ROOF JOISTS; �� ;' � 3�4�� T& G PLYWOOD EXP. 1 i � \�\ ROOF DECK, TYP. j// `� OO WNSPOUT TO SUBGRADE , � o ---� I ! DECK X '; � � OVERFLOW DRAIN; SIM. TO ROOF DRAIN W/ 2" HIGH EXTERNAL WATER DAM ON DRAIN ASSEMBLY � i 3'-0" � DOWNSPOUT TO GRADE � J — G.9 G.l F.l ,, , .;�' ` �', � � ) � . g ; . 4��t t ���� � � �_ � { . 5 _j Z o'I �� C.l � � 1 ROOF PLAN-NORTH 1/4 -1 -0 �_� � . � . �G r�. �-- � � � � � � o0 o�O. O ~ c.� ^ 2 r" . � _+ o • „¢ r,.. H � a -�. -2 0 o� W p� V � N � r+. � N ^ . � +.� W d J � � a •-- � v -�C 0 U W _ ` � � 0 Q �J � V1 W � 0 � � � �� � ♦ . r � �� , : i`� �� ` ; .�. � _ _ ... ... -- _ � � � - ... - ... ,■� "" - -• - � .�. _ � _ .� �r PROjECT: - DRAWN BY: HB D A T E: I 2. I 7.07 REVISIONS: 01.23.2008 TOV DRB SUBMITTAL 02.11.2008 REVS O4.16.2008 BIDG. PERMIT SET 06.16.2008 10TOV BLOG. PERMIT SET REV.'S 07.11.2008 CONSTRUCTION SET- REV'S. 09.26.2008 /�TOV.ORB REV.'S 11.14.2008 BREV:'�TO BLDG. PERMITl1.24.2048 ROOF PIAN NORTH .a C B A.9 A.l 1 2 3 � � � � \ � \\ \ 4 OVERFRAMING FOR CRICKETS TO DIRECT �' WATER TOWARD %4" PER FT. DRAIN � � i SLOPE ROOF JOISTS; �� L %4" T& G PLYWOOD EXP. 1 i ROOF DECK, TYP. � � j� � WNSPOUT TO SUBGRADE ( , OECK � — - 5 o ----� — �< � FD � � soo RooF �— .__ _____ __ �-- ,, �—_ 3: �� �-- �� � — — �' �r---� ;, I� � _ — � I � I � { �—� � ;, OVERFLOW DRAIN; SIM. TO ROOF DRAIN W/ 2" HIGH EXTERNAL WATER DAM ON DRAIN ASSEMBLY � ' '` O� � � 6 0 � . • • • � � -_ � � CONC. RING AROUND DRAIN, TYP. %a" PER FT. SLOPE ROOF JOiSTS; 3/4" T& G PLYWOOD EXP. 1 ROOF DECK, TYP. � 'i l ;: �� � ( ( ; OVERFLOW D�AIN; SIM. TO ROOF DR/-�IN W/ 2" HIGH EXTERNAL WATER DAM ON DRAIN ASSEMBLY � 9 C.l � r � ;�,�;��,� � � �: E-.� �., � �� ;:�t ,� �� E; �'' s , , ���� tz of ROOF P�AN-SOUTH �' 1/4"=1'-0" ri�r � � � . �� . � v Q. H +... v a� Y�. ._._, � � � Q r-. ---� � � �o �..� — �o 0o v� O � v r"' r-- . �- J O Q ^ � � Q O O� W Q� � N � r..: � � . �r- W C'� J P" � a � v 0 Q W _ � z O J ►-- H W 3 0 � F �. � � � � � � # :, ;.; � � �, ��� � ��„ � x ��.. ►� � � W � W � oC ,Q V � oC � W � � V W u_ „ V � -i Z °� �cC W W �"' p O • _ o � z � W � w � � � W � � � G'� oC e�G °� Q � � O � � � .c�C C= W ,,` � � � 1.,r1 � E-- CO 0 — J PROjECT: DRAWN BY DATE: HB 12.17.07 REVISIONS: 01.23.2008 TOV DRB SUBMIITAL 02.11.2008 REUS O4.1 b.2008 NSTRUCTION SET REV'S �9.2b 20�8 �REV.'S TO B�DG. PERMIT11.24.2008 ��� � � � � � WI �.� � O �C � a �O r-I N _- -f a W _�. �___. -- (ASI-{F�Z) ORYE 1 � J �j � � P� [�_00 � O� S w 6,_8„ 6 a � �„ __._----__.__ __ __ .____ _______ _ __ ; _________�__ O� _,_____. _---" E � IUIlf11111! RAl! �dl N ___ _ . __ __-__- -_; _ __�, _ .__ _ _ ( _�___ � �_�____ o � �� � I�I�1 GUEST BATH� i019 � STO RAG E �A016 i t----- ___� o� c � _ � � N �� � � ' 0 m O 4'-2" z � � MASTER_ [020 ��. . ., � � 4'-1" IG FOR )ED UNDER Q 4 � N ENTI 009 EQ. i j� MENT �� � �.m e._...�...`_� � _ E p , ! i� 4'-1" a � 1 � _....____� �.._ �� __�.__ __w �,. _... � _e_—,.... __�.. _..,..._._ _'___._' __ —___ �__._ _�.w,_ .._..__.._ �..__ ____'__.� � .____ _�_ ,� _� _ ._.--- , --. ____ __..__ ._..__ _ — i � i EQ �_� _.__ � __ �- �_ C ' � 1 � �__ � � !i I� � � t�� � �� � ; i ___ � ! i I < < � _ _,___ __ _� �._ _ _ - -- � � ; �_ _. .� __ ___. . _ __ _ _._ _._ __ _ �_.T_ o i j { � � � ! � i � " ___ _ __. _ _.___. _ ? i j � I � � � � , � - i �_ _.__ ___. ___ _ i i I � � � i � _ . _____ _,� --� j I � � ; �___ , __---__.__ _ _ __ _. �._._____�__ �__---------- ___ ___ _____ _._ _ _ _- ---� - -- -_.___ �_ _. ______ .__ _ _._---- _._ �___ ___ _ ___ � __ � --- _� ' I ` � ` � i _._ I /� ' I i' � I � 3 I ' i � � � � _� � � E�,, ; �� � � � ' c� E � � � GENERAL ELECTRICA� NOTES: LIGHTING SYM�O � � ���`���a��� � _���� i� � i � ; 1, 1. PROVIDE ALTERNATE FOR LUTRON � ; ; ; O RECESSE� C/f ► HALO LINE VOLTAGE 4"/ � , I , � ( ' 'HOMEWORKS' TNROUGHOUT AND , , I, y P. __. ___. _ � ! ! ___ � ____ ____ � A __H99T/9�3 / W�ItTE BAFFLE-WHtTETRIM � i � , - � __ __ _____..____. _____ ______ � I L__P �.___ �_ __ _ 30tEllf-�ii/ Et�'/ KffeHEN! BFiWNff-- # -. --- ---- - -----, ___ _ �. -- -_- � __� � v .__ _ __ _. ___. RfCfS HALO LINE VOLTAGE 4"/ I HALLWAYS #109-112 & STAIRS #115 �IG �__ _ _ __ - �___ ______ ___ , � . _ _._ ___ _� I i - ----- -�-- --- - -- --e.� �_. _ � ___ _� -- - __ ,.. _ _ __ ��_ -LENSED-SHHIFFIE��RIHT/ H99Tl951PS! WNtTE -- --- -- - - - ----- � 1 ---. � ____ ------ --.___ _�__ ..�_ .____ _ - - _,_.__ _.____ __ �� �- _ _ � ! i � - -� - -r BAFF�f-W M �` ; � � 2. E��TERIOR LIGHTING- STEP �-► RECESSED CAW HALO LINE VOLTAGE 4y `� � � �IGP�S, LANDSCAPE PATH UGHTING, C ADJUSTABLE EYBAW H99T/996P/ WHtTE � I � : ' � ! � �( � INGRd D DRIVEWAY LIGHT'iNG/WALL TRINI-�NHtTE RING EQU� . _ � � 3 � a 017 �� j� � i SCONCE��y" (�D TV/ EPiT #101/ FOYER �"' RECESSED STEP UGHT/ MARTINU WHITE � � '' � � � � I #10?�HALL #112/ MUD ROOM � LED 1W / GLAZED GREY/ 38900.82 i , K Hg , � �__ _.--- ___ ____ i�__ _____ � __ � =���'l18/ 2-CAR GARAGE #119/ � �M�SS �CESSED MULn� t.�P/ ;�__ ____ _______ ____ .___.. ___ _.�._ ____ _..._] GUEST FOYER #023/ GUEST GARAGE E EUROFASE/ 2 X 75W/ PAR 30/TE222 z_ -_ __ __.__ .___ _»_.._._ _-__ _-_ ___ �--�#027 TO BE ON PHOTO CEL W! T1MER �(�}- wau. Nnv. SCONCE/ IUM,AWL-13-1l1 X - -----_—___ __ � OVERRIDE ' YF 4pW ADA/ UP-DOWN*f VFY W/ DESIGNER _..________ �� _��W_�..___._.___�__._-_� � SURFACE MTD. HANGING FIXTURE/ EDGE � 3. SWITCHES AND OUTLET'S�- DECORA -�- UGHTING/ VEGA OYAUHALOGEW I�-�—�-� I AND DIVA DIMMERS AFTER PAINTiNG � isow�si�vE� __�_____ �_____.__ _�----�_ � E j j 4. TYPICAL COLOR OF DECORA: ° UNDER CABINEf LJGHT OWNER PRO'VIDED ___.__. �_ _w�� �_._ �_I � � � WHITE - DRYWALL LOCATIONS-�`*VFY � � W/ DESIGNER �- WALL OR CLG MTD. FIXTURE/SEAGULL UGH7INW ARD/ i BLACK - STONE LOCATiONS 1 4918-68/ ONE FLOUR. WALU WET LOC.lAQA AM ES E � �22.� � j 5. POWER AND �IGHTING DISTRIBUTION C�� t�rm. FLOUR./METALUX/'WRAPAROUND ----- '------ — -- H; ! TO FOLLOW RE QUIREMENTS PER IRC SERIESJ'2844/ 4 LAMP 40W/ WEI' LOC. ��� _ __ � ' I z � �__ _ � � �i ; i� 6. ELECTRICAL WALlC-THRU IS REQUIRED K � �� WtTH ARCHtTECT AT ROUGH-IN -� **VFlf W/ DESIGNER �"'� """�°` E-_____- i ., 7. VERIFY AI.L FLOOR OUTLEi' � '�*1/FY W/ DESIGNER A_, _ AIJGN A � A� LOCAT10N5 WITH FINAL FURNtTURE � wAU. Mrv. SCONCE/ LUM-AWL-13-3/3 X � ° � - - -=-6� ' LAYOUTS N 40W ADA/ UP-DOWI� YFY WI DESIGNER ' ! � CEIUNG MTD,lTECTO SQ.✓ (1)50W/WHRE/ 8. VERIFY HEIGHTS OF RECEPTACLES Yp SATIN STAINLFSS STEEL � FOR TVs WfTH INTERIOR �_��� EXTERIOR STEP UGHT/ BRONZEUTE/ I �ELEVATIONS-**PER DESIGNER Lf Q WLB1003/ BRICKLYTE/ DARK BRONZE/ � UNLOINRED - -__._.___._� _____.__________ �}- EXTERIOR WALL MTD. SCONCE/ � ''�" R TEKA/BWMR016/BROWN PATINA 100W o GU T � I �5 EXTERIOR DRNEWAY IN-GROUND/ � BRONZEL�TE/DG7000 DRNE OVER W/ a' -� -- ; DOMEiQARK BRONZEl3500 LB UVE LW1D 021 � p RECESSED CAW HALO IJNE VOLTAGE 4y �_ _ ; T H99TBZJJ BRONZE BAFFLE-BRONZE TRIM � � . SWITCHING W/ DOOR HANDING � � EST UNDER R. ON E 23 � � o ; I C_ � 3 � � EQ. EQ. I � --�- - ( 6'�■� ---------_ s _�_,___ 1z'/ � � � �'' � 1 \ ? '!' , FUTURE HOT TUB `� if � �! / '� - �,: r i � J � I �� � POWER SYMBOLS N WALL MOUNTED TE�EPHONE CIUTt.ET O SMOKE DETECTOR � COMBO. DATA/TELEPHONE OUTLEf � DUPLEX OUTLET +18" U.O.N. � 2 RG6 COAXIAL � QUAD OUTLET � SWITCH � GROUND FAU�T DUPLEX OUTLEf, +42" U.O.N. �3 3-WAY SWITCH � DUPLEX OUTLET, HALF SWITCHED � MUlT1PLE SWtTCH +lg" U.O.N. 4 �P DUPLEX OUTLET +18" U.O.N./ WATERPF �p DIMMER � DUP�EX FLOOR OUTLET Wi UD RECE55 FOR HARDWOOD INLAY �y VARIABLE �� INFLOOR DATA AND QUAD �T TIMER POWER OUTLET INFLOOR DATA AND DUPLEX �� SWITCH IN JAMB �� POWER OUTLEf ,�y BATH EXHAUST FAN/PANASONIC,IFV-05VF21 �g NEW HOSE BIB WHISPERFtT 50 CFM LOW PROFILE CLG. O NEW JUNCTION BOX MOUNTED FAN � STUB OUT FOR NATURAL GAS ' � � ��' '� ' � �' 1/4"=1'-0" ri r { � . xt � ( �' ; �,� _ ;�� .£ l �. t i� f��� . . l 3. " __.'� � _.�:�.. �z � � � � � • � . � r-► � � � �o �n - w v O° � o n, a. "� .� � o • „� r-- �► o� v� , �. 'Q a W � V ~ P�V � ^; � � ^ . � ^1�.. •.,,� a�c °� v -c o .� V••• _ H ti•• Z O Q J N W 3 0 r� �I � � , .� � �, � .` , ' .�. _ + � .�► -� - � •�► � .�► - � � ` - -• � � i � ., �. �► PROjECT: - DRAWN BT: HB D A T E: 12.11.07 REYISIONS: 49.18.2008 PRICING REV.'S 11.14.2008 BREV.'S TO BIDG. PERMIT 11.24.2008 GROUND FLOOR POWER 8� IIGHTING PLAN-NORTH .a HB wat rosr is• n� �c s�►sowLL u�Hnr� 0 u� � � N � ! 4'-2" �. p�� GUEST MASTER [_020� FURNITURE PLAN PER DESIGNER � __� I� i i � ( (� �_ _m_____ � tG fY1 � 6'-6" G � __ �,.-- �— ,. • ►��• � ��� GUEST __� --- PATIZS ��� � 025� _ UNDER AFF FUTURE HOT TUB ���� E � - O\ GUE' GAiL 027 -, � ( 5 GENERA� ELECTRICAL NOTES: 1. PROVIDE AI.TERNATE FOR LUTRON 'HOMEWORKS' TFiROUGHOUTAND SOLELY N/ ENT/ KtTCHEN/ DINING/ HALLWAYS #109-112 & STAIRS #115 2. EXTERIOR �IGH'TiNG- STEP LIGH'f5, LANDSCAPE PATH UGH7ING, INGROUND DRIVEWAY LIGHT'ING/WAt1 SCONCES (c� N/ ENT #101/ FOYER #102/ HALL #112/ MUD ROOM #118/ 2-CAR GARAGE #119/ GUEST FOYER #023/ GUEST GARAGE #027 TO BE ON PHOTO CEL W/ T1MER OVERRIDE 3. SWITCHES AND OUTLE'f5- DECORA AND DIVA DIMMERS AFTER PAINTING 4. TYPICAL COLOR OF DECORA: WHfTE - DRYWALL LOCATIONS�'`*VFY Wi DESIGNER BLACK - STONE LOCATIONS 5. POWER AND LIGHTING DISTR18UT10N TO FOLLOW REQUIREMENTS PER IRC 6. ELEC'fRICAL WAtJC-THRU IS REQUIRED WITH ARCHtTECT AT ROUGH-IN T. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNIIURE LAYOUTS 8. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVAT10N5-**PER DESIGNER � •�`. �!� I LIGHTING SYMBOLS ��1 H99TJ993W WHtTE BAFFLE WHtTE TRIM/ O RECESSED CAW HALO UNE VOLTAGE 4"/ B LENSED SHWR UGHTI H99T/951P5! WHtTE BAFFLE-WHITE TRIM � RECESSED CAW HALO UNE VOLTAGE 4y ADJUSTABLE EYBAW H99T/996P/ WHtTE n�M-wHrrE �N� L1p RECESSED STEP UGHT/ MART'INU WHRE LED 1W / GLAZED GREY/ 38900.SZ � TRIMLESS RECESSED MULTIPLE LAMP/ E EUROFASE/ 2 X 75W/ PAR 30/TE222 WAIL MTD. SCONCE/ LUM /1W1-13-1/1 X F 4pW ADAJ UP-DOWN'� VFY W/ DESIGNER �SURFACE MTD. HANGING FIXTURE/ EDGE G UGHTINW VEGA OVAUHALOGEN/ 150W/SILYER ° UNDER CABINET UGHT OWNER PROVIDED WALL OR CLG MTD. FIXTURE/SEAGULL UGHTiNGJ 1 4918-68! ONE FL(}IJR. WALU WET IOCJ AWl CLG MTD. FLOUR./METALUX/'WRAPAROUND SERIES,I2844! 4 LAMP 40W/ WET tAG. K � '�1/P1f W/ DESIGNER -� *WFY W/ DESIGNER WALL MTD. SCONCE/ LUM-,AWL-13-3/3 X N 40W AUN UP-DOWN'� VFY W/ DESIGNER CEIUNG MTDJ TECTO SQ./ (1)SOW/WH(TE/ p SATiN STAINIESS STEEL �EXTERIOR STEP LIGHT/ BRONZELITE/ Q WLB1003/ BRICKLYTE/ DARK BRONZE/ UNLOWRED �}- EXTERIOR WALL MTD. StANCE! ' �� R TEKA/BWM/2016/BROWN PATINA 100W �S EXTERIOR DRNEWAY IN-GROUNDI BRONZEUTE/DGT000 DRNE OVER W/ DOMEJDARK BRONZE/3500 LB UVE LW1D p RECESSED CAW HALO UNE VOLTAGE 4'/ T H99TBZ// BRONZE BAFFLE-BRONZE TRIM POWER SYMBOLS � � � . ► . � . . . . � . � . . ► 1� WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TEl.EPHONE OUTLET 2 RG6 COAXIAL SWITCH 3-WAY SWtTCH MULTIPl.E SWtTCH DIMMER VARIABLE TIMER U SMOKE DEfECTOR � DUPLEX OUTLET +18" U.O.N. � QUAD OUTLET � GROUND FAULT DUPLEX OURET, +42" U.O.N. � DUPLEX OURET, HALF SWITCHED +18" U.O.N. �P DUPLEX OUTLET +18" U.O.N./ WATERPF 0 DUPLEX FLOOR OURET W/ UD RECESS FOR HARDWOOD INLAY N� INFLOOR DATAAND QUAD POWER OUTLEC SWITCH IN jAMB � POWER OUREf BATH EXHAUST FAN/PANASONIGFV-05VF2/ Hg NEW HOSE BIB WHISPERFtT 50 CFM l.OW PROFILE CLG. � NEW JUNCTION BOX MOUNTED FAN O STUB OUT FOR NATURAL GAS 1'� -, ' '.� , i �� 1� tf ��,-�s� 't ••,,.� _ � /-`'; /�"� � f � Ph � � i�-7 : �� � � a, �" r � � : �' � �"'' ° �t ,t'y ��4�: � _, 5 �z v� � � 1 GROUND FLOOR POWER & LIGHTING- SOUTH 1/4"=1'-0" � � �_ J � • � � �' 0 V Q h �.�. a.,a � � .,,�, —c � L.. � r� � � � �o u�, 00 a O ~ v � r�. . �. -.+ o „�- r• �: �• 4 p W � l--� O� N _ � H � • t7- W O J � V CT oc V 0 �c W x � Z 0 J � � W 3 O � t � . , ° � ;1� �:�v ^� � „�'�,+ �i � 5 e � � ���� � � �;`���� � ,,. � 1� '�` ' � . � �:;. ,. � �� ! �� � i �� �► � � �► — a • � � � � _ — �� i PROJECT: DRAWN Br: DATE: HB 12.11.01 REYISIONS: 09.18.2008 PRICING REV.'S 11.14.1008 �1REV.'S TO BLDG. PERMIT 11.24.2008 GROl1ND FLOOR POWER 8� �IGHTING PLAN-SOUTH . -0' WP 110 4���� � 2' 107 •• • 1• GYM �113 t__._._ 6'-9„ 00 o°° � Q�g��i ST I 1 7 .,.,� � � ro. � � �. ,� �..� , .� ��.b ����� Po. �rv � .� �,� � � «� »w i �,.p � i -.___ . .,_--._ __.....__.._ 1..,__..____ KITCHEN � �_�..105 � . -����� � / { � o . II( �'°� !'i � � �� w �- � �---- _ � _� � ; — ---- � � G �OWN�RAF''T� ;_, VFY. SUSPENDED � � � �� T,' � LR SHEI.ViNG � + S ,� W/ DESIGNER _-- � t � _ __ �_ _,. _ _ _ __ ----- � ____.._ .__ ._.w .____.___ �� � � � �(E AUGN � F IM�pNGABOVE I � .. ..__ _ ..� � . _.-1 - - � HANGING FIXTU E A j 1 � IIANDINGABO RWGH _�i � ______ �.._. � .�'_._._ ��, (TM � �____ � ( � ' ( 3 3 D_ ,,,INff i �LL � ��i , ,� z _ �_w 1 1 � -��-�-� II ! °` �I_104 _� � ,,�----�� � �uu+� g W � � � � , o0 � i_ _,____ . �_-- ----- ! PROVIDE POW R FOR FIJTUItE M907DR. SFiADES-VFY. ' _ _____ __ . _. ___ ------- --_�� __ __ � ___ — �-- CO 000 i��aino� x� Fat Ftm�rte exr. � v � 1/ 6'-9" ��. N N N N ` ``�~�, K K K ON � man� w� ^-- --� wwar�c I I � � -�"� '-6"AFF___.---- I u 0 � � � • �� UNDER BENCH BOOT HEATER- , i�� I O G � SPA 129 — K��� •,• � ►�� �i1 I' � ( EQ. aucN a� � / ��4 \ {�E I; � ,� . �� _____ _ _ __ , � � � __ �T :, �� _ — � f �� !i i _ � \i';/ i I f ; a_ �__ I �--- _ '-0" AFF - -- T '-0" AFF _ - , __ ___ _-__ — R � E � � � � I �� � SOUTH TERFtACE E 131 a - �__� � �I s ' �' i� ;! ( }I� - - i � — 12f AFF ;li � { (' i'I � � ��) � , � � I ; � ' 1��1J , ; j � I� : � ; � � WP � �---- - ___1 �._�---� I I ���� � . , , I � �� � � � � j � t ( t $'-6' AFF � � '� °� � � �t � ( � � ! �____ =a��--=-�� ___� � � ; � — � — — — y �,,...�,., � � �� - ��� ; � r � �� ' i J � � I_ _ .--� --- �� -- � ------ � y ) �i � �-6" AFF I� C D HB — DOWNSPOUT' TO SUBGRADE AUTOCOURT i_126 J 7���� PIAN PER � B ����� '! ---7VlEA�-�.-_. ROOM___ �___ { �101� � AucN PROVIDE POWER FOR FtJTURE Si�M�VFY. _W_ __ __ _---- --__.. �°� __ � __�___ _ _ _�_ � _____________�_ __ _ _______ ____ � _. ��� .�„Fl, � � — — � a I �� � t � ! i � I i� i� i� � �....-�--, � • � I � NORTH TERRACE �133 ; � s�— -- --� � 0 12' __». _.`___--. _� a, i i € ( E 4 'a*PROVIDE ALLOWANCE FOR STEP LIGHTING ADDITIONS AT � � POOL- VFY. W/ POO� DESIGNER , �!I ��� � � � O �; SWIMMING 1 ' { POOL _ � � i 130 � j �� I t� _ — � — J S �� � \ � \ \ \ \ INGROUND \ P _� ._ � \ S \ �� \ � � 1 ; I, TO SUBGRADE � \ f i � \ ?) f � � � S . ._�. . ... .. ....... . ... ... . . .. . . . . . .._ .. . . . .. . .. . . . . . .... i. .! GE ELECTRICAI NOrT'ES: LIGHTiNG SYMBOLS '� ; 1. P OVIDE ALTERNATE FOR LUTRON 'H EWORKS' THROUGHOUT AND O RECESSED CAW HALO UNE VOLTAGE 4•/ SOL Y N/ ENT/ KRCHEN/ DINING/ A H99T/993WJ WHtTE BAFFLE-WHITE TRIM i � LL YS #109-112 & STAIRS #115 O RECESSED G1W HALO UNE VO�TAGE 4"/ I g LENSED SHWR UGHT/ H99T/951PS/ WHtTE ; BAFFLE-WHtTE TRIM 2. (0 LIGHTiNG- STEP � RECESSED CAW HALO UNE VOLTAGE 4•/ ' ,, _� LIG LA DSCAPE PATH UGHTING, � a��usraB� �rs�►w H�'r�s�P� wHrre wP� �I NEWAY �IGHTING/WALL TRIM-WHtTE RING �YC (c� / ENT #101/ FOYER �' RECESSED STEP UGNT/ MARTiNI/ WHtTE � #102/ l.L #1 2iMUQR LED 1W / GIAZED GREY/ 38900.82 ; #118/ 2 R GARAGE #11 � TRIMLESS RECESSED MULT1Pl.E LAMP/ � GUEST F YER #023/ GUE GARAGE E EUROFASE! 2 X 75W/ PAR 30/TE222 j� #027 TO BE ON PHOTO L W/ TiMER �-(�} yyq�,� �p, �pNCE/ �UM-AWL-13-1/1 X j! OVERRID ' TF 4pW AQN UP-DOWN� VFY Wi DESIGNER �; SURFACE MTD. HANGING FuCTl1RE/ EDGE ` 3. WITCHE AND O DECORA -� UGHTINGJ VEGA 0'VAUHALOGEW ND DNA MERS R PAINTiNG � 15owfsi�vEa �� -1_ _ _ � 4. PICA� COLOR OF C H° UNDER CABINET UGHT OWNER PRO'1/IDED !� HITE - DRYWALL L .5-**�/FY ' E��DESIGNER �-- WALL OR CLG NrfD. FIXTURE/SEAGULL UGHT1 ; ACK - STONE L T1ONS 1 491&68/ ONE FLOUR. WAW WET LOC.1 AQA � t 5. ER AND LIG NG DISTRIBUTION CLG MTD. FLOUR./META�U)V'WRAPAROUND � ' TO LLOW RE REMENTS PER IRC SERIESJ2$44J 4 LAMP 40WJ WET LAC. 1 , `6. ELECTRIC�At- THRU IS REQUIRED K i WITFI ARCHITE ROUGH-IN -� '�*VFY W/ DESIGNER � VERIFY A�L F� OOR OUREI' � '�►VFY W/ DESIGNER ' LOCATION ITH FI L FURNITURE M �� YOUTS W�- �. �NCEI UJM AWL-13-3/3 X ( i N 40W ADiA/ UP-DOWN*'� VFY W/ DESIGNER i � CEIUNG MTDJ TECT'O SQ./ (1)50W/WHITE/ ; � 8. VERIFY RECEPTACLES Yp SATiN STAlNLESS STEEL j x FOR N s R I O R �__� E X T E R I O R S T E P U G H T/ B R t� N Z E U T E/ �� ELEVATI N PER DESIGNER Lf Q V1►1.B1003/ BRICKLYTE/ DARK BRONZE/ � � UNLOWRED ��>� t EXTERIOR WAtl MTD. St7LfNCE/ - � � ' ?EKAIBWMR016/BROWN PA11NA 1WW I �S EXTERIOR DRNEWAY IN-GROUNDJ ( BRONZELJTE1DG7000 DRNE OVER W/ � �_ � DOME/DiARK BRONZE/3500 LB UVE LQAD � Q RECESSED CAW HALO UNE YOITAGE 4y T- M9�TB7J1 BROMZE BAFFLE-BRONZE TRIM �POWER SNMBOLS � � AL� MOUNTED TELEPHONE OUTLET O SMOKE DETECTOR _� OMBO. DATA/TELEPHONE OUTLET � DUPLEX OUTLET +18" U.O.N. �N RG6 COAXIAL � QUAD OUTLET � SWI'PCH � GROUND FAULT DUPLEX OUTLET, +42" U.O.N. 3-WAY SWtTCH � DUPLEX OUTtET, HALF SWITCHED +18" U.O.N. 4 MULTIPLE SWITCH �P DUPLEX OUTLET +18" U.O.N./ WATERPE � DIMMER � DUP�EX FLOOR OUTI.ET W/ UD RECESS FOR HARDWOOD INLAY �V VARIABLE N� INFLOOR DATA AND QUAD �T TIMER POWER OUTLET INFLOOR DATA AND DUPLEX �� SWITCH IN JAMB �� POWER OUTLET .(�j. BATH EXHAUST FAN/PANASONIGFV-0SVF2/ �g NEW HOSE 81B WHISPERFIT 50 CFM LOW PROFILE CIG. O NEW JUNCTION BOX MOUNTED FAN �G STUB OUT FOR NATURAL GAS � MAIN LEVEL POWER & LIGHTING- NORTH 1/4"=1'-0" °� j' f`\�� {� `� G�,, ' 1_ F �t.- r,�,i; r�, � �t�% > � � fr Y � .I p 4 � � ` , � �. � �Z �� _ � � � � • � • � r.. --- � � w �.n ro v °° ° i o � Q. r" . �. —� O • „� r. � a �n , �' "Q o°� W V ~ N = r.,; � �" r.. . �. ... � � V � o �t V W _ L � Z 0 o � � � W � 0 1�► ff � * ''°'" � � i► � � ', rt � ' � * �; .y � - �. � � '#�, � ; ` , f;� W W � oC � V �i oG 0 = Q � V V � � Z °° �ct W � �" � ' O � � � �1 ? '� W � W � � � W � � � � � � 'Q v� O � � o Q C= W w � r� �� 0� �� � � � �� PROJECT: - DRAWH BY: HB DATE: 12.1i.47 REYISIONS: 09.18.2008 PRICING REV.'S 11.14.2008 BREV.'S TO BLDG. PERMIT 11.24.2008 MAIN IEVEI POWER 8� LIGHTING PLAN-NORTH .a L- v GENERAL ELECTRICAL NOTES: 1. PROVIDE ALTERNATE FOR �UTRON 'HOMEWORKS' THROUGHOUTAND SOLELY N/ ENT/ KRCHEN/ DINING/ HALLWAYS #109-112 & STAIRS #115 2. EXTERIOR LIGH'TING- STEP LIGH'T5, LANDSCAPE PATH UGHTING, INGROUND DRNEWAY LIGHTING/WALL SCONCES (ap N/ ENT #101/ FOYER #102/ HALL #112/ MUD ROOM #118/ 2-CAR GARAGE #119/ GUEST FOYER #023/ GUEST GARAGE #027 TO BE ON PHOTO CEL W/ TiMER OVERRIDE 3. SWITCHES AND OUTIETS- DECORA AND DNA DIMMERS AFTER PAINTING 4. TYPICAL CO�OR OF DECORA: WHITE - DRYWALL LOCATIONS-*'�1/FY W/ DESIGNER BLACK - STONE LOCATIONS 5. 6. POWER AND �IGHTING DISTRIBUTION TO FOtlOW REQUIREMENTS PER IRC ELEGTRICAL WAIJC-THRU IS REQUIRED WtTH ARCHtTECT AT ROUGH-IN 7. VERIFY ALL FLOOR OUTLET �OCATIONS WR'H FINA� FURNtTURE LAYOUTS 8. VERIFY HEIGHTS OF RECEPTAClES FOR TVs WITH INTERIOR ELEYATIONS�'°�`PER DESIGNER s • i � . . . . . . ► . . . . . . . 1� WALL MOUNTED TELEPNONE OUTI.ET COMBO. DATAi�ELEPHONE OU11ET 2 RG6 COAXIAL SWITCH 3-WAY SWITCH MULTIPLE SWITCH '!11uluL�.� VARIABLE LIGHTiNG SYMBOLS �A H99 � W WHRE BAFFI,E WHtTE TRIM, O RECESSED CAW NALO UNE VOLTAGE 4"/ B LENSED SHWR UGHT/ H99TNS1PS/ WH1TE BAFFLE-WHRE TRIM � RECESSED CAW HALO UNE VOLTAGE 4y ADJUSTABLE EYBAW H99T/996P/ WHITE rn�M-wHrrE wN� U�j RECESSED STEP UGHT/ MARTINU WHtTE LED 1W / GIAZED GREY/ 38900.82 � TRIMLESS RECESSED MUL.T1Pl.E tAMP/ E EUROFASE/ 2 X 75W/ PAR 30/'TE222 WALL MTD. SCONCE/ LUM-AWL-13-1/1 X F 40W AQN UP�DOWN*� VFY W/ DESIGNER �SURFACE MTD. HANGING FIXNRE/ EDGE G UGHTINGI VEGA OVAUHALOGEW 150W/SILVER ° UNDER CABINET UGHT OWNER PRONIDED 0 — _ .. :.. ... = 0 = � :.. .. ... t� K Y` YM � Yp U- Q � YR �S TIMER SWITCH IN jAMB �� BATH EXHAUST FAN/PANASONIUFV-05VF2i �B WHISPERFtT SO CFM LOW PROFILE CLG. O MOUNTED FAN � � y WALL OR CLG MTD. FIXTURE/SE/►GULL UGHTiNG( 4918-68/ ONE Ft.OUR. WALU WET LOCJ AW\ CLG �RT'D. FLOUR.lMETAWX/'WRAPAROUND SERIESJ2844/ 4 LAMP 40W/ WET LOC. �*1/FY W/ DESIGNER '�*VFY W/ OESIGNER wnLL �. scoNC� �uM�►w� i�-� x 40W ADiA/ UR-DOWN*� YFY W/ DESIGNER CEILING MTDJ TECTO SQJ (1)SOW/WHRE/ SATIN STAINLESS STEEL EXTERIOR STEP UGHT/ BRONZELlT'FJ Wt91003/ BRICKIYTE/ DARK BRONZE/ UNLOWRED EXTERIOR WALL MTD. SCONCE/ TEKA/BWM/2016/BROWN PAT7NA 100W EXTERIOR DRNEWAY IN-GROUND/ BRONZELtTE/DG7000 DRNE OVER W/ DOME/QARK BRONZE/3500 LB UVE t�QAD RECESSED CAW HALO UNE VOLTAGE 4"/ H99TBZ1/ BRONZE BAFFLE-BRONZE TRIM SMOKE DETECTOR DUPLEX OUTIET +18" U.O.N. QUAD OURET GROUND FAULT DUPLEX OUTI.ET, +42" U.O.N. DUPLEX OUTl.Ef, HALF SWITCHED +18" U.O.N. DUPLEX OUTLET +18" U.O.N./ WATERPRF DUPLEX FLOOR OUTLET W/ L!D RECE55 FOR HARDWOOD INIAY INF�OOR DATA AND QUAD POWER OUTLET INFLOOR DATA AND DUPLEX POWER OUTLET NEW HOSE BIB NEW JUNCTION BOX STUB OUT FOR NATURAL GAS ,�r�F `��'`.���� �'��'01`�r j � .i I � � �� � �; �4� �'��11,tij' � l4�"t,) �'�� 7 �.� (`s '� "4-. {,. jz-R ��' � `� 4 `�5�,���,� �.1t�,L.�, N� `c , ,E 5 tL �9 ___ �� � 0 ��� � ""'"J . � • � � a H � � a� � ..,,. � v .� v r- --- � � �o v�, o� v�O. O ~ V r"" ti . �. J p Q r' �. o. Qo W � 1� � � N � r�; � r,., . �,- W O V O� ec V 0 �s W s � z 0 � � W 3 0 r-• � t �� � 4°� � �� � � � �t�`� � W 0 ctC � V � f�L' 0 = O � V `� � �, Z � Q �.0 ,� �. p p . _ o v� z oc 6'�"� C:� u..� � � C� W � � � 0 aC � � � �"�C.. W O � o ■ct C= W � � � � �•A O� E— CO O — � PROJECT: - DRAWN Br: HB D A T E: 12.17.01 REYISIONS: 09.1$.2008 PRICING REV.'S 11.14.2008 BREV.'S TO BLDG. PERMIT 11.24.2008 a MAIN IEVEI POWER 8� LIGNTING PLAN-SOUTH . � � �] d ; 204 � Her vanit�� � I _ 3'-1�" � • .� .- Oaa• � aerw►cr. a wa Tv vFlr e�oaa� REo.'s w� oES� 203 ��� � . �: � � �� ��►; �� .�I ._..� .A: _ '� Y- L'i 7 ,� � � • • ���� i�.• . .� A � '� �� � r! ij Ij C O E�. O ___.__.__� � MASTER BEDROOM r___. � �202 ] __� J ►l. � � S7FAM j vFlr. 5'r� L� � � � � �� � O �� _ ----. ___- _- _-��' ��_ _-- ; ���__ , � �, X � IXI I � � I _�_ _ �.__ _____7 � � — — � I I I � �� � � � � � � I I � � � � � � � � � � € I � �. � � �, � — — — — — — — — ,u_� w_ ___. ---- ---_ _____ ---__. �_ .� �-- --___ ___ --- --- -- ___ . __--- ---__ _.--- --__ _� � rr . .= = -- =-��R; SWITCHING W/ (� R HANDING j , �� i� � [ � ' ��%�/.�.� � 215 ==-�i� PLAN PER {DEVON}EA! BEDROOM �212 **VFY. SWITCHING DOOR HANDING I i I', /� . ......._.�.____ . _ f � ' _. / ..�..� _ �' � e-1 -� _ .�.._____.—, f ij t1.1 i �_ _._—..__ 3 i � �I � I— ---, � �.___.__. j � i EQ. �Q. ' � � i � __._ � ----- � -_ ___ �----� � _ _ ��__ i A _. A_ � � � ---} � i a _.___._ �_ � � � � --- ' "' _ --- � � DU ) ESl? � A� ' � r� _��, EDR M ' -� -� .� . _ _ �._._ _.._____� A .� ___ � p ( �_� _.___ **VFY. ITCHING W/ � 14 � - - T� DOO ANDING � � I � _ � ------ -- -____M_� _ ______._ R o, � ; ; ; i 1 �� ___ w �.__� ___ � ��-_-�� , , �___________,__ _ � � 7'-6" AFF -- -� ��� -i � �" � � BUNK , A _.__ _ � --__�____ __ ___ _. __�._____.___ � I E. A EQ� A EQ. _--- EQ• 21C� • ' a � �, ,T,V *kVFY. SWITCHIN�; W/ _. DOOR HANDING � , ___ _________ . ____ _ _-- _, _____________�_ � , �___ - __ _ I k �_._v..» ..,...g._ � .a .�.." _.�._,_ f; � O �� � 0 • � � �i I ( t � ____ . �� ( i i� � �_�--� � _--- -; �__�__.. ❑ ❑ � �WNSPOUT TO SUBGRADE , _L.__. W_____. _—__ _.._ ___ . _ _� ___ -- - - --� i ��_�� - � --___= -�=__:-____ - ___ �_� 4_--__ _ u� i I� �� '� i E._ ..____ ---- _ _ � __ # i � ��__�---- �-_� T_ �� �- �.� �� 4; r� � �� UPPER LEVEL POWER & LIGHTING 1 1/4"=1'-0" � �� I � I ( I I I (i (' I JJ GENERAt. ELECT'RICAL NOTES: LIGHT'1NG SYMBOLS 1. PROVIDE ALTERNATE FOR �UTRON 'HOMEWORKS' THROUGHOUT AND O RECESSED CAW HALO UNE Vt?LTAGE 4•i SOLELY N/ ENT/ K(TCHEN/ DINING! A H99T/993W! WHtTE BAFFIE-WHRE TRIM HALLWAYS #109-112 & STAIRS #115 O RECESSED CAW HALO UNE YOLTAGE 4"/ B LENSED SHWR UGHT/ H99T/951PS/ WHITE BAFFI.E-WHITE TRIM 2. EXTERIOR LIGHTING- STEP � RECESSED CAN/ HALO UNE VOLTAGE 4y LIGHTS, LANDSCAPE PATH UGFmNG, � ADJUS?ABLE EYBAW H99TJ996P/ WHtTE INGROUND DRIVEWAY LIGHTINGIWALL TRIN4-WHITE RING SCONCES (ap N/ ENT #101/ FOYER � RECESSED STEP UGHT/ MARTINU WH�TE #102/ HALL #112/ MUD ROOM I.ED 1W / GLAZED GREY138900.82 #118/ 2-CAR GARAGE #1191 � TRIMLESS RECESSED MUlTiP1.E LAMP/ GUEST FOYER #023/ GUEST GARAGE E EUROF/lSE/ 2 X 75W/ PAR 30/TE222 #027 TO BE ON PHOTO CEL W/ TIMER �. yyq�,�, �p, �pNC�/ �.u�►W� �3-s/� X OVERRIDE ''T'F 40W AQA/ URDOWN'�* VF`f W/ DES�aNER 3. SWITCHES AND OUTLETS- DECORA � SURFACE MTD. HANGING FIXTUREJ EDGE G UGFfT'INGJ VEGA 0'VAUHALOGEW AND DNA DIMMERS AFTER PAINTiNG 150W/SILYER 4. TYPICAL COLOR OF DECORA: ° UNDER CA8INET UGHT OWNER PRO'VIDED WHITE - DRYWALL LOCATIONS-**VFY W/ DESIGNER �- WALL OR CLG MTD. FIXTURE/SEAGULL UGHTINGJ BLACK - STONE �OCAT10N5 1 4918-68/ ONE FLOUR. WALU WET tAC.J AW► 5. POWER AND LIGH7'ING DISTRIBUTION c� Mm. FLOUR./METAWX/'WRAPAROUND TO FOLLOW REQUIREMENTS PER IRC seRiES✓zeaa� a u►MP 4ow/ wer �oc. 6. ELECTRICAL WALlC-THRU IS REQUIRED K ' WITH ARCHITECT AT ROUGH-IN -(� '�*1lFlf W/ DESIGNER 7. VERIFY ALL F�OOR OUTLET � 'a1/FY W/ DESIGNER I LOCAT10N5 WtTH FINAL FURNtTURE W,�,L r�ra, scoNC�/ �uM,nw�-i�-3�3 x � LAYOUTS � 7N 4pW ADiA/ UP-DOWN'a' VFY W/ DESIGNER 8. VERIFI( HEIGHT'S OF RECEPTACLES CEILJNG MTD./ TECTO SQ.J (1)50W/WHRF/ I Y s�►nN sraN�ss srFe� I FOR TVs WITH INTERIOR (� EXTERIOR STEP UGHT/ BRONZELlT'E/ � ELEVATIONS�°�`PER DESIGNER U Q WL81003/ BRICIa.YTE/ DARK BRONZE! UNLOWRED �-(�} EXTERIOR WALL MTD. SCONCE/ ' �� R TEKA/BWMR016/BROWN PATINA 100W ' �S EXTERIOR DRNEWAY IN-GROUND/ ' BRONZEUTE/DG7000 DRNE OVER W/ I DOME/DiARK BRONZE135001.8 UVE LQAD p RECESSED CAW HALO UNE VOLTAGE 4'/ T H99TBZJ/ BRONZE BAFFLE-BRONZE TRIM POWER SYMBOLS i 0 . . . . . . . . . ► . . ly WALL MOUNTED TELEPHONE OUTLET OO SMOKE DETECTOR COMBO. DATA/TE�EPHONE OUTLET � DUPLEX 011Tt.ET +18" U.O.N. 2 RG6 COAXIAL � QUAD OURET SWITCH � GROUND FAULT DUPLEX OUTLET, +42" U.O.N. 3-WAY SWtTCH � DUPLEX OUTLET, HALF SWITCHED +18" U.O.N. MULTiPLE SWITCH �P DUPLEX OUTLET +18" U.O.N./ WATERPi DIMMER � DUPLEX FLOOR OUTLET W/ UD RECESS FOR HARDWOOD INLAY VARIABLE N� INFLOOR DATA AND QUAD TiMER POWER OUTLET INFLOOR DATA AND DUPLEX SWIT+CH IN jAMB �� POWER OUTLET BATH EXHAUST FAN/PANASONIUFV-0SVF21 �Hg NEW HOSE BIB WHISPERFR 50 CFM LOW PFtOFILE CLG. 0 NEW JUNCTION BOX MOUNTED FAN G� STUB OUT FOR NATURAL GAS � ��� e�'t `��f i � "' �� � `(�� �` €.:if`�r, a�, ��,�:� , �;1•; �,�° � °°r� ; i; ���,��,�, �.�I ����� � � 0 9 _ . 1c., � Q ��1 � � • � • � � GL. h r.,. � a� ,' �1�. •-- � v L 0 �- �- � �� o� o O � c.� � r+ . ..�,. J Q Q �"` a � 4 p W � � °` � � � � R . � W O v a oc c� 0 Q W _ c� Z O � � W 3 c r►. � I t �+.{ �r s �� �Y5 ¢� ��N � . : ���` � �+ � � . +� � � � _ _ � � r i � �r � �� � �� � � -.� � � � _ � _ 1 � � PRO�ECT: DRAWN BY: DATE: NB (2.��.0' REYISIONS: 09.18.2008 PRICING REV.'S 11.14.2008 BREV.'S TO BLDG. PERMIT 11.24.2048 UPPER LEVEL POWER � LIGHTING PLAN . t,pl � SMCXYTM CEDAR SIDING- {2} 1 X 41 (2}1X8 StUfxO --�.. ELEV. 8010'-0"/ 110'-0' IDD"S-LEYEL ONE EL�Y� ELE1/. 8ti0iQ'-OY 140'-0• GARAGE ELFYATfON EXISTING GRADE 2 �.� ,�`� ���� �' =!_ _ ���.�i � /� �: �iit���i� !! ....___._� .,..., ..��� —� �� �� �i �, � ,•- �� -;_ _ � ■� �! � � � �� � � � _ �^•r ' � � ��■ -, ��� ,� �� �■� :' . �� ���i.�,� 16' WIDE INT 2iNC PANELS .' : : . � �•~ h; : ' , ' " • .` .�: .' .'^. :: "' �._ �,.:. . .�:. .. . . � . � . .. ' � : .,�. .: . . .,: �• . . . , . ; � � *' ' ► .':':.."' ' ' ' • '. : . . . . . . ..�: . � . .. � �� . ' � . ' �.. � '`f�:� �. .' . ...,�. �. ... . ... . � . ' .. ,.4 �� • �~' .. : . . , . . . �'S. e . . . . �..� . . . 1:•: . t .. .4 •' ... . . . 'L., . . .. . ,�� . . M�i��i� . . , .. 4.�. �. • � . � . ' � . .� . . ,* .� �� WM2� . - _ . :. .. ,7 • , ,4 ; , , • , ;;;. . •• • .. . . . ___. .. �'7 � � •••s � r••� _� — I � EE.EI/.7991'-3"191�_3• , ... GUE5T-GROUND FL04R ELEVATitiN ..._ �ELEY. 7990'-0"! 90'-0' . GUEST-GROUND FLOOR Et�i/ATt�N s �aa 0 � L� 1 �.i � ' � • � ' �.. . :z :. . � � _.� ,,... : : ... . � . . � . ��;�.. ...��. 2 A3.2 SMt)Q�TFI CEQAR siain��- tzy 1 x at - �uHG tz� � x s ,— �e• wia� i�ru�ocan� .. ... i — � � 0 .. . � ZINC PANELS 2-iR• L.IMESTiyNE YENEER 16 X 24 r, 2 A3.3 ELE1f. 8017'-0' ROt3F Et.EY/Ci10N e �-9-3C4'/ 105'-9-3/4' ._... ,���_ i. _.._. BUNK LE1tELTWO Ei.�VATiON 0 aR,��� ��,►��,�► as� +�t�rr� r � 7993'-0y93'-0" � � � � � �, I }' Q ��1 � � 0 � � � ��a " -- � � r- � � I �y . cn �.. � ay �... , •.... ' � �' V s.. � r�• � � � � � � t�. � � .� ..a o s °° rC � � �'"i � r. �� . .r, � � e•• c.a +a'`� arC t� � s z 0 � � �u � 0 � .�r ..�. .�. ar —� � .�. ... ... _ __ w a.. � _ ,. .rr. PIkOjECT: - DtAWI! BT: NB D A T E; I2.I�.DI R�r�s�oHS: �rnr o� su�tr�a� o�a �.2aos T RIEIIS O4.1b.2008 REYS O4.29.2t108 BtD6. P�R�I�T SEi 06.i b.2008 �TOV BLD6. PERMiTSE1` REI►�.'S 01.11.2008 .� ��t,rs I 1 � ��� ��'. �s. ��tt 11,2a.2oo� �EV'S TO BLU6. PERIVIII' �3�4.2009 U6 �M�� � ��� � YY��J� � �t.'s�a � t2.�o.200� , � � � Et.E1/. 802?'-4" SMOiXi'i� CEDAlt - SIDING- (2} 1 X 4i (�?1X� • • � ��!1,`CN__�_.._,�_��,!!!� � . . � � � � � SMOOTH CEDAR - SIDING- (2j 1 X M (2} 1 X 8 • � ��1 � l.� � •• ,� � . : � � . L� r _J , � t_. _ • . EXISfiNG GRADE EL�V. 7990'-0'/ 90"-0" JND FLAOR ELEilAT10N WEST ELEVATION 114••1',�I" Nt)RTH E�EVATION � _��...... ua��-��-o� �LGX.� 7.7Tf��Vki7'F,"1/M �. �r �i i �• � � rr� � � � °° n ° �- °- . .� , J � sn � '°` �r..' "� � c.,� 'a' � � qs c�n r`� , �!; '�"" ,,� t+-� c.a �'^ •'.- oG � � � � � � �'�" � O 4 = � w � 0 t+�� �... .�. a�rw ... -- � � ... .�s � ,�. a�� ` w � r -�+M � � �1�r � r � �RQJ�cT: - DItAWN BT: NB DA"FE. l2.17.07 REr�s�o�s: TOY DRB SUI3M�iTAI. tY�.11.2008 REIIS O4,1b.2008 REYS O4.29.2008 BLl166. PI�tMt1' SET 06.] b.20U6 �110i1 BtDG. PERMti SET REY.'S 07.i 1.2008 CAN N SET REV`S. tl4.26 2QQ8 .DRB REY.'S i 1.14. �ItEY'S TO BL�IG Pl�MtT i 1,24.2008 � "S TO BLD6. PEtlMli 03,24.2009" ,���tEV.'S TO Btn6. PE:RMIi' 06.05.2004 �, REII.'S 1�Q DRB 12.30.2004 ELE�tAT10N5 . - ��. �� �_ �' � • �� � a v +cy . � � ;� w cts '; .�... , •�.., ' -�C , v � � r�. � � � � � ao +ar. � � .� J, o y � � � � w. � � � � � `a r�. �s � �C � � x z � � � 3 0 r�• ..• .... ... .r.. _� w �► �... .�. r ... i ... ' -• 1 � � � � � � � � �, � � � • � DItAWN BT; NB D A T E: 12.17.07 ItE11110lIS: TOY DRB SUI3ANtCTAL 02.11.2008 RIEiIS O4.1 b.2008 It�fS O4,29��8 BlD6. �E�MtiSET lb. CON � SET REY`S. 09�.2b.2008 TOY.DRB 1�EEY: S 11.14.2008 � . BLD6, PE:RMtii 1,24.2008 �Eli.'S TO BtD6. Pt:itMtl' 03.24.2004 �EY.`S TO B1i1�6. PERMti 06.05.2009 L� REY.'S TO DRB 12.34.�009 ELEVATIQNS / EL.EV. 8015'-2y 115'-2' MASTER-LFVE� TWO ELEVATiON \ � s,/-r —i -v �� ELEV. 7994'-0"/ 94'-0' pD'S PLAY RM. GROUND FLAOR ELEVATiON r� L ING `��OC1�"H t,; ' _ j k . . . �t . � 1 °i n.rwc 0_ � � � • � • � v Q h +... V � � -� v i 0 r-• � �n � �o �n 0o v�°. o �""• v �", r► . �. � � Q r" �. o� Q � ... °` � °` � P'V _ �,.,, � ^ . � W O �I 1'�► V � OC U � Q W s � z 0 � � � W 3 0 r�- � � � � �� . f I �. ;. y r. �$; �����; � , , i �, � � � � + � � � � � � � � � � � -.n � � r � i � � PR4JECT: - DRAWN BY: NB D A T E: 12.I1.0i REYISI4NS: REVS Q4.29.2008 BLDG. PERMIT SET Ob.16.2008 CONSTR CTION SET REV'S. 0926.2008 TOV.DRB REV.'S 11.14.2008 BRfV. BlD6. PEKIVUT 11.24.2008 SECTIONS . ( c �; 5 �� � r �.�' SECTION THROUGH GARAGE& MASTER BEDROOM FACING WEST 1/4"=1'-0" V �Z I • I h � V � I y� I I••.. , �;"' V �.. I O L� �i�ii� 0 � � 0 • 0 � �� � � �O v'1 � � O� O� O ~ v r". � . .� J Q 4 ^' � O` "Q O W � H � N = r„� H � . � W O � t�- V � OG ta G Q W _ � Z O J H W 3 a r. � � � I� � >, � `� �,. F�- � € #_ , �� i�► .� ` . ,,/►�►R ' : FY* � � � � ,� ,� W V Z W 0 - W � ` . � .r�. � � ... � - ... -- ... PROJECT: DRAWN Br: DATE: HB I2.11.07 REYISIONS: R�vs a�.24.2oos BLDG. PERMIT SET 06.16.2408 tONSTRUCTION SET REV'S. 09.26.2008 �TOV.DRB REY.'S 11.14.2008 BREV. BLD6. PERMtT 11.24.2008 SECTIONS • SECTION THROUGH KITCHEN & Gt�RAGE FACING EAST 1/4"=1'-Q" SECTION THROUGH FOYER & BRIDGE FACI 1/4"=1'-0" ;� i � r � ``°:, �—, a �i„ { ,--�; , t � :EAST � � � � � � tz � � � 0 � 0 0 �'� ►--�1 �� • �: • � t.� Q h � v � r.., .-�" v L.. 0 � ---� �r, 4- �O �.�"�n � �p O� O� O ~ V ^' 1� . �. � O Q � �, p` Q p W � F� � � N � � H � • el- W O � � V O'� CC V G Q W s � z 0 J � � W 3 0 � ! * '. � . _ 4 .� , �► �r .� �:::.:�►. � :� �r" �;� { �`�� � ';� � .� , � � , � ► � _ _ � � � � � � �► i � -. .n � � PROjECT: DRAWN BY: DATE: HB 12.17.07 REYISIONS: REVS Q4.29.2008 BLDG. PEKMIT SET 06.16.2008 CONSTR�,CTION SET REV'S. 09.26.2008 dTOY.DRB REV.'S 11.14.2008 ��EU.'S TO BlD6. PERMtT 11.24.1008 SECTIONS � ,��, _, - . n!�t/"� SECTION THROUGH BUNK/ TV/ENT FACING EAST 1J4"=1'-0" � � � � � • � • � v Q ' h � v � M�. • +.. �� V \. v � � �n �. w �n — �o � o� O ~ �..� �" !'�r . �. J Q Q � �► O� Q O W � H � � N _ �+; H � . � W d �1 1'�+ � � i..0 G 4 W _ H Z 0 J � � W 3 0 r• �« � •� . f�i . ...... ...� T� I � � � � � � � � � _ _ s �` ' - _. � � + + �� .� PROjECT: - DRAWN BC: HB DATE: 12.17.07 REYISIONS: REVS O4.29.2008 BLDG. PERMIT SEf 0�.16.2Q08 CONSTRU ION SET REV'S. 0.26.2u08 TOV.DRB REV.'S 11.14.2008 L�JtEV. BtD6. PERIIVI((T 11.24.1008 �����I��� . ; � :� 4 �' l � fr.. . . .. {',-;:� { ro . ` . . 5,�, � s , n . � .. �"� t � `� IL �,t/� � 0 � � • 0 • � v CZ. h � V � r� i .,,� ' '� v �r 0 r- ,-. �n � �o �n - �o oa o� o �'�•' v � e�- . �. -+ o �t r" � o` '°� O W � H � � f'V � � h ^ • 'C!- W O J P�► aC � V G Q W _ H Z 0 J H W 3 0 r�. �! # • �; �= -: � , . M► 4 r� i � � �. � � � - � r � � � � •• �► i � � PROjECT: DRAWN BY: DATE: NB 12.11.01 REYISIONS: REVS O4.29.2008 BLDG. PERMIT SET 06.16.2048 �TOV BLDG. PERMIT SET REV.'S 7.11.2�p8 t0�S1�1lCilON SET REY'S. 36.2008 TBV.DRB REV.'S 11.14.2008 BREY.'S BtB6. PERMtT 11.24.2008 C����� . �,_ � r cn�va. FlLIER FABRIC i�' 1lSPF1ALTiC PROTELTION 80�AND 4' EXTRUDED POLVSTYRENE tt1StJU1110N� DfWNAGE MAT �� w�+iurc Pao�t�cttoN eo�o �eaic - te�n�n. tivr t�a�uEo YVPM; E7(TEND MEMBitANE % PRORECTION BQINtD 12' MMI. UP VENTK'wL FAGf �' PLYIAID. RIP SIEEPEliS }' :1'-Q' TD DIWN 3/4 PI.YWD. Ti�Ca ELEV. 8027'-4"/ l27'-4" ° �` T. O. P RA P ET— ROO F E LEVATI O N BITUTHENE 4000, �,P ` ^♦ OVER SHEATHING �' �1� ?Sii�"1�� �� "' � �"\�� � � r 1 �"1 �- �'`���L �_ �' T �` •' � •� �� �►�,�i f 4 �` • • • . � • , • � � � I"' ,. � � �vrv� .• • .• . � j•;•,; . . . • � ;.;.; � i:... . . .. � , ��,', E�� . . • • . IIIiI! �� • • �Ii ►��� ►./ • •• "\ � ' � � 11�� ELEV. 8015'-2"/ 115'-2" MASTE R— LEVE L T1N� E LEVATI O N � ELEV. 8004'-0"/ 104'-0" LIVING-LEVEL ONE ELEVATI�N ELEV. 7994'-0"/ 94'-0" � � �• . •�� METAL FLASHING W/ HEMMED DRIP EDGE PAIHT TO MATCH SIDING- 2X4 SMOOTH � CEDAR TRIM VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING (2%1 X 8 6t {2} 1 X 4 SMOdTH , CEDAR SIDING WOOD SIDI META� FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH SIDING VYCOR P�US, OR SIM. ON AL� SIDES OF OPENING ; LAP JOIM' OVER COPPER FLASHING MEfAL IATH CEMENT STUCCO MENT STUCCO VYCOR PLUS, OR SIM. ON sH�►n�iNC - METAL LATH CEMENT STU�— CASING BEAD w� �RFORn�o BOITOM EDGE— METAL FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH SIDING— CONC FDN WALL tiE: STRUC�. HaT-APPLJED, MONOtlTHIC WATERPROOFING MEMBRANE 180 MIL NOT FABRIC REINFORCED- E7CT'END WATERPROOFlNG 36' ABOVE GRADE AND TO BOTTOM OF FOOTING; USE FIEX FLASHING WHERE NESC: 21R' DtiAM % ORY BD• GRAVEL THIS AREA REGARDLESS OF WHETHER DRAIN IS LOCATED ATTHIS LOCATION TM CLEAN 3/4" FREE �� EVATIQ N DRAINING GRAVEL o" WOOD TO STUCCD WAL� DETAIL- OFFICE #108/ MASTER BATH #205 1/2"=1'-0" •: • `; � .. � r �! � �� �'�' . � � `. � -s� �.�• � .• . ,, . C� - . �� . • .• �� ♦ • r •• � � _y' -•-_1�.����I,'. zxz Fua�o wnu. w� UNFACED EXPANDED POLYSTYRENEINSUL -ALL)OINT'S IN RICsiD INSU� TO BE TAPED . TYP. ,�� �� �•� :! �� ,• .,. , ,. . . � y� �,� �: ,• ;.; . . . . ,• ��. A� � . jo ' �: �:%i////////////////////////Is%/:%//"I%///////////// �: • • • ��S-���� — ►; -- ►,�� � . _r i I � I „ �� 111— :•: • .0 ;4 ��. ,. ,•: '% . ,�. �� � . • . �•' ;i, y . . • • .. � .;. ��� ;� • • :; %t . . ��� . ,�. �: .. �: '�' �. .. •. '�' �. p• % � • i•i ; ��i �� � I .;. .. %� . p :;� '� • . .. y, .:. .. �:i �': ,�, .;. ;•�,! f � �� ,�� I � ��� ►;, ••;' r-;.>-; l 1�-:,% �-�; ��� ° $ , ° > \TER STOP, n�P. Ffti RE: STRIJCT. � r auwa- �Tet r�s�c- � ntnnu�c n�orecrx� eo+�o- 4' DfT1NIDlD �OL1ri5TYY1�E f�A7101i - OIIAIMIIQE IIA'� ip Aenw.nC n�oae�fq� eOARD- � rs�siu�C - na�'o�c�. Nor uOUD�J� WIN; ocreo �R'IeRAI! ie �IlvllL'T1oM lQIIID ]2' I� 1� VlRTIGIL /AL! �' /LYYYDr �w s��e�s r: i� �o o�� �,• w.rwa �s �.�� : ure�s � R.r uP w�1tL Ml�le. Nac�o E�EV. 8027'_4"i 127'_4" °"°`"� °�.�°' �T1A11MMRT _ _ _ __ _ „�.,�,�__ __. ��� � �w nera �ar+ � � � � � � i i • , � � •�r� '•� � , • � 1 � � � ' • ! • ' � -- � ;��; _ �� ,III�: E LEV. 8015' -2 "I 115'-2" MASTER-LEVEL TWO ELEVATION � E LEV. 8004'—� "/ l04'-0" LIVI NG—LEVEL ON E ELEVATIOIV ELEV. 7994'-4"/ 94'-0" � � � � , • � � � � METAL SIDING WALL DETAIL- STAIRS #110 &#201 1/2"=1'-0" 16" WIDE ZINC STANDING SEAM METAL SIDNG PANEL OBB F/lSIB�BI W/ 2'0 BEAAlNG PU11E Wi00R PLtLS. OR SIIA. ONALLSDES OF OPENiMO W13W� FB.T OVEALAY BtD�i PAPER: l101� 011CK 3" Atl s�o�.s aF rww �a wu�. svec. � ExrEaioa �.irrw s�►� 1-1!!' POL11SiYRENE NIGD �. �: �w�� a euanMCi w�ve� w NMIABLE WqD NSIAA?tOtJ 16" WIDE ZINC STANDING SEAM METAL SIDNG PANEITURNEO UP AT FIASHING MEfA1 FLASHINGW/HEMMED DRIP EDGE PAINT TO MATCH SIDING �7 M�ru �� wi �r�n oa� � eooe wurrro w►�+a� sio�c OSB FASTENER W( 2"!d BEARlNG PLATE • VYOOR PLilS. OR SIM. ON ALLSp[30F OPENlNG W/ 30f F�.TOV9ILAY BLDC PAPER: NOID BACfC i' All SDFS - OF WDW PER MANUF. SPEG � oc�n�oa r�.Ywn s�+�rnrrG- 1-]i2' P'OLYS�YRENE R16D RISU. - � exrmion �rww s�►� - �: wu�N a su�� wireia NNIABLE RK#D RlSUlA710N • 1� 1MDE nNC STAlD!!G SFAN METAL SDNG PJWQ ae� �sreie� wi r� ��wo n�te wcaR w�. oa s�+. oN�u�oesof 0lEIAq MV ]OI 1aT OVBIIAY sano �: �w�ns�acr�u. of wow �a ww,f. siec �(TlRIOII RYYYDDF�IlT�iO �Wr ro�xsrr� aao..u. �'r �+a su�nNO �a UlI�ANE Mif� MMJlA710M 16' WIDE ZINC 5TANDING SPAM METAL SIDNG PANEL MlfK fU1fFiM01MRBIN� DII� �OE lYI�Ii TO /1117QI !qA ������ ���� 7U111lD U� AT RAl1lq METAL FLASMING W/ HEMMED DRlP EDGE PAINT TO MATCH SIDING OSB FASTENEii W/ Y0 BEARlNG PLATE VYCOR PLUS. OR SIM. ON ALL SIDES OF or�Ni�c w� � � FELT OVERIAY � BLDG PAPER; FIOLD BApC 3' ALL SIDES OF WDW PER MANUF. SPEC.—"� }' �a�oR a.� sH�►n�ir� — 1-1R' POLYSTYRENE RIGID INSUL--"`^ �: RaNSa�eN a -- ---.___.___-BU!l.DING PAREFtOt-______ _._. NAILABLE RKiID 16'�N�ID�: ZINC —__ STANDING SEAM_� METAL SIDNG P=�F� coNC FoN wAU. �: sraur.r. HOT-APPI.IED, MONOilTNIC _ aAIA'ZEEttEHQOE1dG MEMBi3A�lE_�.-- N 180 MIL. NOT FABRIC REINFORCEO- EXTEND WATERPROOFING 36' AB04lE GMDE AND TO BOriTOM Of FOOTING; USE FI.EX FLASHING WHERE NESC� 21r2• DRNN & DRY BD �A�.�� �� RKiARDLE56 OF YYFtTi�R DRAN 15 LOCATID /i1T TH5 �ocattoN t1FJ11�! �/4' FREE � ORI1Hi� QRAVlL T.O. FTG RE STRUC7 DW o 0 FILTER FABRIC o JoJ �o 6' 0. RIGID. J � PERFORATED PIPE StAPED � �• PEii FUOT _-� TO A DAYUGHT Oii SUMP LOCATIO � ;, CBL (IF4 / MJ PER S'TRU�T. ]f2' SHIM SPI4CE � or+nw�u seu�rr,wu 8J4CI�R ROD.'T1fP. SEALANf AND BACI�R ROD. TYP. QAKTiUM 1/2' SHIM SPACE PER STRUCT'. �� , uo�r�eo�roo�c�w �r �er r�rvro er�►n�q--� r o�1 HEADER PER STRUCf. 1R' SHIM SFACE SEALANTAND BACKER ROD, TYP. _r_ _i__ s� I � � i � � � � • I � � { � � • s � 1 i �I PER STRUCRIRAL SEALANT AND BAQ�R ROD, TYP. OAK TRIM 1!4' SHIM SPA(:E PER STRUCT. �' DRYWALL FINISH FLOOR UGHTWEIGHT— coNC. w� RADIANT HEAT '�w �.�� sH�►n�i� -� '� � `� I� � � + '� I� �� :� � ;: .� ::. �I ► � �i I , ����. �:. '. .• : PER STRUCTUNAL �'PIJRRED WALL W/ UNFA(� DCPANDED POLYS'TYRENE INSUL-ALL JOINT5IN RIGID INSUL TO BE TAPED. TYP. �I.00KING PER PLANS —�" DRYWALi.. TYP. EXPANSION MATERIAL �a� �. �a�a Q 11'ER STOP. TYP. FPG RE: STRUCT. n � � a v c I Q �... i � ' ', H ' �.,. '° � v � �, � .. ^�... 6L' ` ..._ � � 'C C 0 ' V ti S i.. Z C o _ � LL 3 C � � � �i �w� � •� # �� : . � � .�.�;� � �. . ,� ���;� �t " .e? � 1 � W � W � � � �i V � I � /I Q � = O � W V W W , ' V � —,� � , � � 'Q ' W � _" � 4 � c�i Z � W � W � �G � v W � � ' 0 � C�C i � m ; Q N � ,, 1•— u� C � � �� CC W ' i_ � '� � �� �� E� � � � �� PROjECT: DRAWN BY: DATE: 12. REYISIONS: BLDG. PERMIT SET 46.1 b. TOV BLDG. PERMIT SET I REY.' TO BLDG. PERMIT REV.'S411�2� �jtEV.'S TO BIDG. PERMIT 11.2� w�t SE(TI�NS � � � ELEV. 8004'-0"/ 104'-0" T.O.W. SECTION THROUGH ENTRY 1/2"=1'-0" Fi Fv_ Rnns�_�_� i���i � ns�_4_> »,. C�3�ti �Til \/•` �e7ii 3�i �.� ��� 1�Z� 3•rilil fe73•C��ii �_ -_ �erin�r, cni rru ELEV. 8004'-0"I 104'-0" 'i' 1/2"=1'-0" SECTION THROUGH ENTRY PATIO FACING EAST ENTRY STAIRS FACING WEST 1-1/2" BRONZE HANDRAIL WITH —� ' WELDED CONNECT10N5; TOP OF ' � FIANDRAIt TO BE 36" ABOVE TREAD � . ' � . NOSE ' � 1�" X�" BRONZE PLATE WtTH . WELD�D CONNECT10N5 __ _ _. - -------- ---__- - - --_-_________ __ � �. . . � ._____ __-------------� BRONZE ANGLE, BOLTE� TO WALL /,�,� �' ,�,� �' ,�,� ,, ,, ,, , , �, . � � . ,, � ,' .�� �' ,'�.�� �' ,'�.�� �'� %���/� a I;� �a - o � i ����� �� � _ /�//�//�//� �a� j �j/��/��/�� �� �_ //��/�//�//�//�//� a �a ,��� ��� ��� ��� ������ �� �C �i ��i ��i ��i ��i ��i ��i ��i � ��\���\ �����\���� ��� �����������,�� �,- ,� i ,' ,� i ,' ,� � , � � , � � , D '. ,, ENTRY STAIRS FACING EAST , �, ,�,, ,�,�,, ,�,�,, ,� D ' � , ,, . ! ► � � ! � ! ���\� ��o���\���� ��������� ��������\��o� \��°� \ �\��� �., ���\\��� \��� ���� ������ �� �� �����. \�.� ,���������� ��� �oo�\����� ���,, �..,�,. .������� �� \�. \��. \\���\ ��� �������� ��� �� � ��O 8 � . � � p"' i �` s � C s ry � � • �, � ~ o� � � � 0 � � � 0 � ������������������ ��� ������ ���������\ MOlII�08 �� �uo. �� sra � � rw�w� � � rosa�as ��(���io��n at FAZQ1yQ6�,�T � .� ,� # k� r �' : ,� . . l�� `` ��+� � *�� � �� : � � � W J � � � 0 � � �o O v � �+- �' � �� 0 � �� 0 � PROjEtT: 2f04 DRAWN i1: N� DATE: 11.13.0� ISSUANtE: DRAWMl6 SET RE� 11.13.01 REV.'S TO BLDG. PERMIT REV.'S 11.24.2408 SRE WALL DETAILS • SECTION THROUGH GUEST PATIO FACING SOUTH l�r�=1�-0° SECTION THROUGH GUEST PATIO FACING EAST lt2°=1�-0�� SECTION THROUGH GUEST PATIO FACING WEST ii2°=i�-o„ ������ ������������� ����� �����\���� �`�\\�o�,� \� ��:, ,\,\.\��� \��� ��� ,������� �� �� o���� \�.� �\\\\\\\\\\\\ ��� \\\\\\\\\\\\\\\\\\\ ����. s.���� a������ \� \��� \��� � \0��� \�: .��������� �� a�n �� q O► 8 � . .� � p" s � s � C s ry � � . � � � o• � � � 0 � � � 0 �. ����������������� �������������������� MOl11�06 �� � ,A� r�a � � rw�w� s.rc � p�� !�Yl�o4 Gpie�70)OO �D14! PAZ �1y � � � o000000 � � � � � o� � oo � � o� \ \ o\ \ \ \ \ \ \\ \ \ \ \ \ \ \ � �' r .� � �, . .: �, � � � ' � : :+� , , � � W .�1 � � � � � � �o o `°' � �-1 (,'..% : � Q � Z � � PROjECT: ti�4 DRAWN �Y: Ns DATE: 11.13.01 ISSUANCE: DRAMVMi6 SET RE-IS� 11.13.01 REY.'S TO BlD6. PERMIi REV.'S 11.24.2008 S� W�. ����$ • DECK ABOVE-SEE STRUCT. COR PLUS TO 12' ON A BIDG. PAPER ME?AL FLASHING W/ -� HEMMED DRIP EDGE PAINT TO MATCH SIDING—� 5T'ONE VENEER- 2-1/2'—� STEEL ANGLE VFY. W/ SIRUCT. � 0 0 SEE STRUCT. --_ 0 0 � �LL� LCKG�PER �STRUCT. 1/2" EXT. PLYWD SHEATHING � PER �__.________.__ ' . PLYWD DR ALL---------.___.___ X B OCIaNG WRAPPED _.__ , W/ AINTED MTL- TO MATCH -� STE�L ANGLE COLOR ST'E�L ANGLE I LL � �� o� � � i � j � ; I � � I ; ; _...__ ----------_ ___..._______ ; "--�1 l - - - --,- ` ! 5 GARAGE HEAD DETAI� A5.3 SCALE: 1 1/2" = 1'-0" � 1/2" EXT. PLYWD SHEATHING B�DG PAPER PALOMINO QUARTZtTE STONE VENEER-2-1/2' 3/a x 3-1R' PLATE —� t2-1/2 X 2-1R X �:�ii�'r' �' DRYWALL �--PER STRUCTURAL � 1R" EXT. PLYWD �SHEATHING �� cQ GARAGE ,Q GARAGE JAMB DETAIL A5.3 SCALE: 1 1/2" = 1'-0" 7" NAILBASE POLYISOCYANIlRAFE INSULATION �" CDX PLYWD CONTINUOUS YAPOR RE?ARDANT IN WAtl �" CDX PLYWD ____ BCI-PER STRUCTURAL —� :::R PFR S R � SEE STRUCTURAL � LAP WALL MEMB. OVER PARAPET� FILTER FABRIC - �' ASPHALTIC PROTECTION BOARD- 4' EXTRUDED POLYSTYRENE INSULATION - DRAINAGE MAT - �' ASPHALTIC PROTECTION BOARD FABRIC - REINFORCED, HOT UQUID-APPUED WPM; EXTEND MEMBtiANE & PROTECTION BOARD 1Z' MIN. UP VERTICAL FACE �" P�YWD. RIP SLEEPERS �" : 1'-0" TO DRAIN 3/4� PLYWD. T&G EXT. 5T'EEL COPING 2 LAYERS �' PlY BLOCKING EXT. STEEL CUP �C'FLG./PARAPET �FLASHING; ALUM. MEMB. ROOF FLASHING BELOW METAL FLASH � 4 PARAPET WA�� DETAI� A5.3 SCALE: 1 1/2" = 1'-0" PILTER FABRIC — MOISTURE MAT — DRAINAGE MAT - ROOT BARRIER �'e" ASPHAt.T1C PROTECTiON BOARD - caP sH�r— FABRIC - REINFORCED, HOT UQUID-APPUED WPM; EXTEND MEMBRANE & PROTECTION BOARD 12" MIN. UP VERTICA� FACE �' PLYWD. - RIP SLEEPERS �" : 1'-0' TO DRAIN - BITUTHENE 4000, LAP 3/q' PLYWD. T6cG - OVER SHEATHING EXT. STEEL COPING LAP WALL MEMB. 2 LAYERS �' PLY OYER PARAPET BLOCKING / // EXT. STEEL CUP n I .a 9 SOD ROO� �RAMING A5.3 SCALE: 1 1/2" = 1'-0" � ALPINE SNOWGUARDS #4000 TWO PIPE SNOWGUARD BRACKET FOR STANDING SEAM. PAINT TO MATCH STANDING SEAM ROOF COLOR. (VFY. LOCATION W/ ROOF PLAN) P�R SrR��'� �� �� � \� �" T&G SOFFIT SIDING RE: ELEVATIONS TYP. ROOF AT �IVI�IG/ KITCHEN SCALE: NTS = 1'-0" 0 � X PALOMINO QUAI STONE VENEER BLDG 1/2' EXT. sH�►n�i� 1/2" IXT. PLYW SHEATHING BLDG PAPE lx8(2 ROWS� lx4(2 R01M SMOO�THCED�4 Ba4RD ON BO�Ui 0 METAL FLASHI PAINT TO MATCH SIDI L3-li2' X 3" X PALOMINO QUARTZ STONE VENEER-2-1 STEEL FLAT B AT CORNER D FLUSH WITH ANC STONE CORNER 8c SI�L DETAI� SCALE: 1 1/2" = 1'-0" �� � � � � � �I� � � M _' N FLOOR 0i� iHT CONq W/ tT HEAT-f— a a � � � a � a � a 0 1�2 �� OVERHANG PALOMINO QUARTZITE VENEER 18" X 24" BLDG. PAPER STEEL ANGLE RE:ST GROUT SOUD TO ABV GRADE BELOW FLASHING PAINTED METAL FLASNING SLAB a ON GRADE FINISH GRADE RE: STRUCT a POStTtVE DRAINAGE AWAY FROM BLDG � o 0 0 0 o Q � __ _ __. a EXPANSION MATERIAL a CONC WALL VFY. W/ srau � STON E SI TE WA��S AT GR AD - SCALE: 1 1/2" = 1'-0" STANDING SEAM FIRESTONE UNA-CLAD DOUBLE LOCK METAL ROOF O/ SUPSHEET, VYCOR ULTRA ( 1 LAYER � 3:12 PtTCH ROOF) VFY. LOCATION W/ ROOF BLOCKING P�N AS REQUIRE � RE: MATERIAL SCHEDULE FOR FINISH FIOOR O/ LTWEIGHT CONC W/ ROOF FINISH RApIANT HEAT UTTER TO RECENE FLASHING 6" ROUND METAL GUTTER TO MATCH ROOFING MATERIAL 2X10 BLOCKING, WRAP W/ FLASHING COVER BLOCKING PER STRUC'TURAL ROOF FRAMING RE: STRUCT CEDAR 2X12 STAINED- SEE MATERIAL SCHEDULE ON ELEVATIONS SLAB ON GRADE RE: STRUCT EXPANSION MATERIAL a a r a Q a 0 a a G Q ,a a CONC � -_-. WALL -VFY. W/ _. STRUCT. 2 1/2' DRAIN AND w DRY BD. Q a — ,3 STONE AT GRADE SCALE: 1 1 /2" = 1'-0" DRAIN WtTH STRAINER AND EXTENSION 2-158-85-ZURN SEE ATTACHED CUT SHEET BACKER ROD AND SEALANT CONC BED W/ SNOW-MELT TUBING OVER PLYWD. DRAINAGE MAT 3(�' ASPHALTIC PROTECTION BOARD 215 MIL FABRIC - MONOtffHt� MEMBRANE W/ FLEX FLASH F REINFORCEMEPtT' FABRIC & HYDROFLEX 30 CAP SHEET ROUT-0UT PLYWD. DRAINEP AROUND PERIMEfER OF FLEX FLASH UN FLOOR FRAMING FtE: STRUCTURAL DRAIN PIPE - RE: MECH. DWGS - FOR ROUTING & SIZE 2 WOOD CORN ER �c SI L� DETAI � , DRAI N AT DECK A5.3 SCALE: 1 1/2 = 1'-0" A5.3 SCALE: 1 1/2" = 1'-0" WPM WRAPED UP SI�L OF R.O. AND INTEGRATED W/ WPM ON 11�2" cuRe SIDEWALL TOP OF CURB ELEV. SIDEWA�L TYP. CONC BED w/ SNOW-MELT = BOTTOM OF TUBING BUIIT UP TO SLOPE TO DOOR THRE5HOLD — 0.060 ALUMINUM L DRAIN O! DRAINDRAINAGE MAT , SHAPE OVER �' PROTECT10N BOARD Oi META� FLACH CAP - `Y 1 1/4X1 114XLENGTH 215 Mlt.. FABRIC - REINFORCED, '�� HOT LIQUID-APPUED WPM �\ OF OPENING (AH6125FR) EXTENDED UP AND WPM 6125 ��� �" - ���'� OYER TOP OF CURB � '� ;�'�� �,.� i, i: 'r ' �' EXTERIOR �, y ,!� �;%`; . ;�� ., , ^;�, —� PLYWOOD'T'YP� AXIO 0.060 ALUMINUM L SHAPE PLYW40D DECK 1 1/4X1 1/4XLENGTH OF OPENING PLYWOOD DECK JAMB BEY4ND WPM WRAPED UP SILL OF R.tJ. AND INTEGRATED W/ WPM ON SIDEWALL TYP. SEE AXIO. SLOPE TO DR1UN � T z-�..`c—_-__ O _.:r-- .�_�_. _._. �., O _�--�.�-�t �-_ � �= �:�_�-� _ 1�" PLYWD. SUBFLOOR BED FLASHING IN SAWCUT 1/a'-- W X 1/2" D W/ SEALANT (MAINT.) BfTUTHENE OR VYVOR ULTRA LAPPED OVER WPM 6125 AND BLDG. PAPER BLDG. PAPER FLOOR FRAMING RE: STRUCTURAL �" EXTERIOR PLYINOOD EX'TERIOR SIDING SEE 11/A500 FOR GUARDRAI� CONNECTION — � � __�� • � � � 0 � . . �� �. . I SCALE: 1 /2" = 1'—�" SEALANT CLOSED CELL EXP. jT. MA1L CONC. PAYERS ON SAND W/ SNOWMELT TUBING ON CONC. SLAB VFY. � � �< <a A5.3 SCALE: 1 1/2" = 1'-0" - 3" CONC. TOPPING DRAIN WITH STRAINER (WRAP W/ DRAINAGE MAT FILTER FABRIC)--SEE PROjECT MANUAL FOR DRAIN TYPE PROT. BD. WPM BACI�R ROD AND 5EALANT 5' CONC. StAB ON MTL DECK pAVERS; SAWCUT REVEAL AT DRAINS TO RECENE BACI�R ROD AND SEALANT 4 a DRAINAGE MAT �PALOMINO QUARTZITE VENEER o o — � .� ,,�,��>��., i�.'�I�i� �8° x Za° � Q , --: — — �'��PHALTiC PROrTECiION "°" 4 U BLDG. PAPER ; g FABRIC - MONOLtTHIC � v � z MEMBRANE W/ FLEX FLASH F a STEELANGLE RE:ST � w w REINFORCEMENT FABRIC & GROUT SOUD TO , I, p E= HYDROFLEX 30 CAP SHEET � s• Mia. A8V GRADE BELOW SHE�F ANGLE � a �� �� �, FLASHING �� � V� i�� SAWCUT PERIMETER & CHIP OUT � PAINTED METAL EPDXY-SET THREADED PER METER OF DEE�PN OUND FtASHING ROD ANCHOR SEE n � DEATIL 14/ A500 FOR WP FLEX FLASH UN FINISH GRADE DRAIN-N-DRY � POSRIVE DRAlNAGE B�� CONCRETE SLAB W/ SNOWMELT AWAY FROM BLDG SLOPED TO DRAINS PER STRUCT. FOUNDATION � WALL WPM DRAIN PIPE - RE: MECH. DWGS CONC. FOR ROUTING & SIZE FOUNDAl10N WALL n _.____.__------.----------____..___ ____�--- ___-----_______.._____._.______ ,2 WPM @ S�AB @ DRI VEWAY SCALE: 1 1 /2" = 1'-0" „ DRAIN AT PATIO A5.3 SCALE: 1 1/2" = 1'-Q" SLOPE .. � O �� � � � • � • � � an w — v �° a 8 J • : Nf . ,�,,. t �.s C �i m � �,, ��.. � � '� � v �� O O = � 0 � 1 '� � + 4� �►: *� � r� �� �_ l �� � ������,� � _ � .. � �Y � �".� � . .'. .� -'- QOn a �. ° n o ° W � W Q � � V � � � oG O ' = O i W V j W W I V m � Z Q W W _ � 0 � � � � W � W i� � i V� (.� I �� Q � W 0 � � � � � � Q V� 0 � � o — •�C !C W w � P� `^ � � � � � PROjECT: oR�wN �r: DATE: It.l RErisioNS: REVS O4.16.� BLDG. PERMIT SET 06.16.2 REV.'S TO BLDG. PERMIT REV.'S 11.24.1 ti DEfAllS . i/2" STEEL PLATE CAP 4"x4"x�4" STEEL ANGLE CORNERS 18" (INT�R. DIAM.)— METAL FLUE; PROVIDE METAL FLASHING 3" SANDSTONE SLAB STONE VENEER, TYP. 2X6 STUD WALL RE:STRUCT CONC WALL, PER STRUCT. � 4 DETAILATCHIMNEYCAP A5.4 SCA�E: J�°=1'-0" �• �N� z-s�e• � 1o�s-r� �e staucruw►�. 2X � � .. .�� � ... • � . . : � � � ' . : • � r �••• •� � � � � �. �• . ., ■. � � :'• �. ° •.• - � � ••� • . � �TEEL BOOT THRU BOLTED TO BLOCKING 2 X BLOCKING PER s-rRUC-r. 1-1/4" LEDGER PER STRUCTURAL 3 D ETAI L AT GYM F R. BALCO NY A5.4 SCALE: NTS 2 GRIP RAIL AT INTERIOR A5.4 SCALE: NTS 3-1l2" X 1•1/2"TS CAP 3 X 3 TS POST 1 �"xl �" OAK HAND RAIL CAP INTERIOR STAIR ONLY BRACKETS AT POSTS ONLY �"x�" FLATBAR 2-1/2' X 1-1/2'T5 RAIL VFY. BASE PLATE SIZE [ SECTION @ WALL 0 PALOMINO QUARTZITE STONE VENEER-2-1/2' 1/2" EXT. PLYVIlD sH�nn�iNc BLDG PAPER 1-1/2" METAL HANDRAIL WITH WELDED CONNECT. (2)METAL ANGl.E, BOLTED TO WALL 1/2� X ]J2� FLAT BAR(SANDWICHED BETWEEN ANGLES) EXT. GRI P RAI �@ STON E UEN EER ccei �• > > /�~ — �'_n^ �� 1/2 X 3 TS RAIL X 3 TS POST 2-1/2 X 3 TS RAII CONNECT TOP RAIL ONLY AT CORNERS 3 X 3 TS POST 3/16 X 3/4" FLAT BAR 2-1/2 X 1-1l2" TS RAIL 2X PER STRUCT. STEE� BOOT VFY. STEEL PLATE-VFY. C CHANNEL- VFY. w/ STRUCT. � �♦ ----, ANDING SEAM FIRESTONE A-CLAD DOUBLE LOCK METAL �OF 0/ SLIPSHEET, VYCOR TRA ( 1 LAYER � 3:12 PtTCH OF) VFY. LOCATION W/ ROOF �N : MATERIA� SCHEDULE FOR OF FINISH TTER TU RECEIVE FLASHING 6" ROUND METAL GUTTER TO MATCH ROOFING MATERIAL �, W RAP W/ :R srRUCru�u►� RE: STRUCT AINED- SEE DULE ON � �� � � . �� . � v t�. • h � � 0 � .,.. -+C v � 0 �� •,�� . i ♦ .�. � .. �. . , � �� �� �� ���. � �' ' * r► ae� �o q 8 � i s � � � � � � � � � 0 � � W 0 aC � V "� i � 0 W � � V V � � Z m =�et.- W �. 0 � • � � i,/'s Z CC 1.1i Q W c� W � � � � oG oG 3 �t `i' O � � o �vC != W w � r� `^ O� � � 0 � J PRO�ECT: o��wN �r: DATE: 12.1 RErisioMS: REVS O4.1 b.� BLDG. PERMIT SET 06.16.2 , TOV BLDG. PERMIT SET REV.'S 07.11.2 REY.'S TO BtD6. PBtM(T REV.'S 11.24.� DETAILS • �-o�� O M IT -7�� 2� - Q n I_ _��!� � 0 -� WI/1 � _ WI/2 0 � � � - M d- o � d' �l � � al � H _ 0 a _ . � WINDOW TYPE: �n WI DOW TYP : W�? FIXED FI D V YL-STEAM SHOWER �I� 2� 6�� 2� 6�� 2� 6�� �L-� �� �� t0 t0 l0 l0 lfl �' tp �' tp �t 00 � W9/I � 4/ � 9/ WINDOW TYPE: W9/I FIXED/ CASEMENT Q WINDOW TYPE:� Y�7, FIXED/ CASEMENT WINDOW TYPE:� vr>i.� FIXED/ CASEMENT 7'-fi" 3'-4" � ��v � � _ - w?0 � � � � � WINDOW TYPE:n VYLV FIXED . . . . � v 9'-0�� M d' r--I 0 �t � r � > m 0 � � 0 d F Z W �� �F = V o� w� � _� , ----� \� / %�-On 3'-6" � O 2/ fl ' � � WINDOW TYPE: ?� CASEMENT TEMPERED/ �AMINATED 2� 2� .- _ � 0 � ,— ` _ O _' ► � _ � � � ioi � � ioi 00 ► — � WINDOW TYPE: �o� FIXED/AWNING WINDOW TYPE:� v,vi FIXED/AWNING 2� 6�� �� � � ��_0�� _ 3'-6" � � � l O � -� W3/I WINDOW TYPE:�,-� VYJ/� FIXED/ AWNING TEMPERED/ IAMINATED 7'-0�� 3'-6" 5'-4" 2� 6�� 2�_8�� o �� � � EGRESS O - � °�'') � � - ivi ' _ o � O _ �� � -� iI/ M t= � WI2 � � W � � �3 LL = i � m Q � W _ �, �— WINDOW TYP_E: , --- :.���� FIXED/AWNING WIND4W TYPE: � FIXED/AWNING WINDOW TYPE: :J3�'� FIXED/ AWNING TEMPERED/ LAMINATED �. 4'-0" 7�_��� 3'-6" � � 0 � O _� 3/3 WINDOW TYPE. 3/3 FIXED/ AWNING TEMPERED/ LAMINATED 8'-0„ 4'-0" � W14 EGRESS 0 00 � � \ M cF' � 3' 3" 3'-3" �� � nr:O WL/! O 4/ . C � a O C}' F ` � m o �� � o � � � O N x 0 a _ WINDOW TYPE: w�.�� FIXED WINDOW TYPE: �`� FIXED VINYI.(STEAM RM. LOCATION) 9'-3��� z 4'-73" 4 ._ 0 -� W5 WINDOW TYPE: w� FIXED I_L-� I_ M � � O � M � d' LO Wi8 O d' N rn d' Q � M d' O � rn � � � � O �u�� wI WINDOW TYPE:n Y., FIXED/ AWNING TEMPERED/ tAMINATED M � 2� 6�� �� __� � ° W8 � � WINDOW TYPE• W8 CASEMENT 2'-10" 2'-10" � � � I �! � 2'-10�� 5�_��� 5�_��� . �! -� 0 � � � _ m M � M r=- �5/ - � .=��v d' .=��v d' �� � M � r-I r-1 F - � rl r-I � � i � 15/ ; ` W 17 �% ' � ' l0 _ j O 19/ � I9/ m g � WINDOW TYPE: 15� TI LT-TU RN WINDOW TYPE:� WINDOW TYPE:� WINDOW TYPE: WINDOW TYPE: � W12 WI3 WIG IS/ CASEMENT TILT-TURN CASEMENT FIXED TEMPERED/LAMINATED WINDOW TYPE:� v�y, FIXED/AWNING TEMPERED/ LAMINATED WINDOW TYPE: w�� WIND4W TYPE: W18 WINDOW TYPE: 9� CASEMENT FIXED/AWNING FIXED/AWNING TEMPERED/LAMINATED TEMPERED/ LAMINATED TEMPERED/ LAMINATED � 12'-4" 6'-2" 4�_��� i �� �t V V V � ���9'-0�� 4'-6" M 5�_8�� � � 2'-10" ' 6'-0" o '-0" i, 3'-0' 'I 5'-0° 5'-0" -' w29 � ,_��� 3�_��� 3�_p�� � ��� � ��� _ :.: _ ,�� _ _ ' ' _ � �, _ � wa_4 � w�e '. °�� � w28 � ,.� � 09 M — ,, .. , Ql o _ " � _ �- O o d' � " � 01 � at - _ N � � ; � � � � � o �. d. o , m M o o= d' �IV .1IV d' � m w'L5 f'�1 (� w27 f'� � � o M �w2� � ,-i � � � O � EGRESS� CO 00 00 � �� � _ , .� � _ - EGRESS EGRESS . wz7 � � : w23 � � o . _ Q Q _ � _ _ _ 0 W W w 2 = S S WINDOW TYPE:n WINDOW TYPE:n WINDOW TYPE:n WINDOW TYPE:� WINDOW TYPE: WINDOW TYPE: WINDOW TYPE:O WINDOW TYPE:n WINDOW TYPE: FIXED/ CASEMENT Y�� FIXED/ CASEMENT �Y� CASEMENT Y��J FiXED �G; TILT-TURN wZ5 CASEMENT wZ6 CASEMENT W27 FIXED ��L� FIXED WZ9 TEMPERED/ LAMINATED �—� / " V1�---� � m ��� � _� W 00 W33 � � �J8 i `•. / � WINDOW TYPE:n YVJJ TEMPERED T.O. POCKET SLIDER Q n � � O d- � � 0 r � 0 � 0 � a � x a ¢ S WINDOW TYPE: W30 VFY. OPERATION/ FIXE�BOTTOM ROW O M IT n� n�� 5'-7" � 5'-0" 4'-6�� 2'-92�� 3, 6�� 3�_��� �_8�� � �_ o O o � ws� -' wc,o _' W56 N O N W39 t0 O � � � a �n u1 � - W38 - a - (� � O � t 1 1 1 I- � rn ol o± '°' p rn � � 0 � , o � _ 0 a W _ WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WIN OW TYPE: WINDOW TYP : WINDOW TYPE:n W35 W36 W37 W38 W39 ..4., FIXED FIXED FIXED/ AWNING FI D FIXED FIXED VINYL Q VINYL(STEAM SHOWER) VINYL(STEAM SHOWER) 2 W30 M d' � � . O �r w�� WINDOW TYPE: W51 FIXED WINDOW TYPE: W4 FIXED WINDOW TYPE: W42 FIXED �J�NDOW SCHEDULE 1 1/4"=1'-0" � � W � • � • ■iii r... --- � v �� — .o v o0 0. o� �� C2. t+' . .� J O • ,� ►-,. �, °` H +... Q O O� W p� v � N � � Q� `'n r. . � ,+,., � o W n� V 0` •-- oc c=.� -� 0 V W S � � z O Q � � W 3 0 � �.. � � �,��. � . ! s .i s `Ni , �� � �� � E ,* \,,� �� �, ,, . � � � _ _ � ` � •• � � � ... .�. - � � � - �� -.� � ... _ � �� � PROJECT: - DRAWN BY: NB D A T E: I 2. I 1.01 REVISIONS: 05.09.2008 BLDG. PERMIT SET 06.16.2008 �TOV BIDG. PERMIT SET REV.'S 08.10.20Q8 CONSTRUCTION SET- REV'S. 09.262008 8 REV.'S TO BLDG. PERMIT 11.24.2008 WINDOW SCHEDULE �� ;�� � n: � 0z J 0 � M DI/7 � �(') F 1 � � � � � � � � � � 0 ~ 0 x . ` ���� EXT. DOOR TYPE:n ��,� LEFT HINGE LOC KS ET WOOD CLAD INT./ METAL CLAD EXT. • , � W _ � _, ._ , - EXT. DOOR TYPE: n VG/ 1 S�IDER- TILT LEFT OPERABLE WOOD CLAD INT./ METAL CLAD EXT. � • , 4'-6" . �ti> �'' 9'-0" 4'-6" ziz _ _ r � � � � EXT. DOOR TYPE: n VL/G S�IDER-TILT LEFT OPERABLE WOOD CLAD INT./ METAL CLAD EXT. EXT. DOOR TYPE: n VC/J SLIDER-TILT LEFT OPERABLE WOOD CLAD INT./ METAL CLAD EXT. •• �• •• LL % � � O h f � K � z w �/�� J V � = U W� _� � _ EXT. DOOR TYPE: D7 S�IDER RIGHT OPERABLE WOOD CLAD INT./ META� CLAD EXT. � 8'-0�� 5'-8" 4'-0" 2� 2� 2'-10" .— _ _ a EGRESS _, ' � ..... ... . . . .. ... ._ . �° EGRES EGRES p D4 ; i o �� `�s �' �� - - - � _ � �-f� D3 - � i� � OM D5/I m�M D5/'L j C � � M -' W� w w w w C � n � �� o � r _ _> w . ... _... . . , a � _. _ . ... . , ... x ` � _ EXT. DOOR TYPE: D3 EXT. DOOR TYPE: D4 EXT. DOOR TYPE: ps� SLIDER SLIDER LEFT HINGE LEFT OPERAB�E LOCKSET WOOD CLAD INT.I METAL CLAD EXT. WOOD CLAD INT./ METAL CIAD EXT. RIGHT OPERABLE EXT. D04R TYPE: WOOD CLAD INT./ METAL CLAD EXT. �5�2 LEFT HINGE WOOD CLAD INT.J METAL CLAD EXT. : 1 . � •• •• m N O H � O K � � z w �a` J V � H � 2 F � j W� _� VFY. VFY-8'-0" � D8 r O M IT '1 G � '7 /1 �� POCKET-VFY. REQ'S EXT. DOOR TYPE: OS SLIDER TO POCKET LEFT OPERABLE WOOD CLAD INT./ META� C�AD EXT C� c� i. uvvr� i i rc: D6 S�IDER LEFT OPERABLE WOOD CLAD INT./ METAL CLAD EXT. • . • . � EXT. DOOR TYPE: D9 SLIDER LEFT OPERABLE WOOD CLAD INT./ METAL C�AD EXT. 1 DOOR SCHEDULE 1/4"=1'-0" � ��!i � � � • � � v �� H � V v� -►... -c V i. a r�. --� � � �o �.n — �o 00 0� � N V ~` 1"� • rt- J O Q � > °` Qo a W 0� F— r•V _ �... �^ . �; W 0 J r" v a � � 0 •x W _ Vf z O J � W n �. � � � � �� { � , i � � �!. � 'I�'- � � � �: ,�� �� � �,.. i ' . -� , � � — � � � � � — � � � � — •s -.� �� � -.. �� � PROJECT: .. - DRAWN BY: HB D A T E: I 2.17.41 REVISIONS: 05.09.2008 BLDG. PERMIT SET Ob.l b.2008 CONSTRUCTION SET- REV'S. 09.26.2008 8 REV.'S TO BLDG. PERMIT 11.24.2008 ill' 1 � � � I� Y �l . �C_ FLUSH AT CORNERS. TYP. WINDOW E�EVATION— WOOD SIDING NTS .�. ::.,� - �.f. . . _ .�.: : ,;, . ._ ..>.: _ ,;. ._:�: �>. . �;� . � �:��� �.�.: -;� �t��`�` . r�;� � ::,° :.��. �:����: . �} � � :�;��..:,.�.:.�. �.t.: ..S', ' ' .t.,'� ..'.�� <,`. . ; . ,`Y:. _ . ,,..: . `; � -.1.. - . . :._.; ... :. . .. ., ....:. . . . :.. . .. ., . . .,:. :��� ..1.. , .. �. � . . - . _ :�.. ..... . . . .... ..: .. . . . . .. .. . ::. . .......: ... . .. ... . ..... .. . . . .. :.:.. .. ,. ..... . . . .. � . : .... . . .... . .. . .. ,. . . . . . . .. ., ....... .,. �.< ., ��:� . .... . ... ....:... .. . : ., . . . , . ._ . ..: . . . . . .. .. ........ .... .. . ,. . . . .... . .. . ,......: �:. ...... .... .. ...,.:�� . ...... ; . �.,. .., .; ...�..�.�.. . : ,.:. .,,:. ..,:� . . . ��� . ....�� � .:....... _ . . ..t:. - . . ..� . :.�� :.�, _ . . ,..C;,. :.:��t���� �:��:C)��� . . .��� :�1 `�� ����� - �. � . , ..,:� . . _ _ .:.. r. . .. . ._ _... . . . � ..::. . ... : : . . ..... . . . ... ... . .. . .. . . ._ ...: . . . .._..... : ;, . . ... .. . ... ,.. ..: �.,: .�. . ... ,.� . .{. . '1�. � . .:. .. . .. ......,..:. _ . ... ..... - . .. . . ..: ..: .. .. .. .. . � � t.�. . . . . :.. ,.; .. . . . . �. . . .... ... .. : .: . . ........ . . .. _ �. .� . ... . ..:. . ... .,... .. . .. .. . : . . :.: . . .. . . .. . :� : :� .. . .� . ,.: _ . �. .. . ... ;.: .. ... .: . ... ... ,..... .. .. . .. . . ... : . .. .. .. . .. :. :� ,, . � .. . ...... . . .. . .. .. . .. ...�:....: :.,... .,.:.. . �.,.:.. :.;. . . .. . . . ..: . . .. .. . .. ....:.:. .: .. . . ......... .. .. .. . .. .. .., ........ .... . - ._ .:. . . , .. . . ... : :.�. ... ..: . .. .. . � ... . . :;: :.; � ��. � - . .. .. . . ...._. . .. ..,.. . . ..... . .. .. . ,. _ ..�., . . _ . ;_; . �A` �. . . '.t _ :;. ..;. ..,. . . . .. .. .. .. .... .. ... . . � .. :._.._ . . ............ �...� :.r . ��- . . .,.. . .. .. .�.: . . . ... . . . . ......... . .. . : . .... . ,.. .. ... . . . . . ...�; �... . .... . . . . .. . ... .. , �.t. : ,_. . ..�. . . . .. .. . .. . ..:. :. . . ........... �. .. ....,. . .:... ... . .... .... .. �.... . . .... . , ... . .. . ..... .� . .. . '.•.....v. ���. : .. .� .:... � �. �'. : . : `.' .''' . •'Y .. . . . .. . . . . . �'4.: . . . � . . . . ... .. ... . . . . . WINDOW ELEVATION— STUCCO SIDING NTS � VFY. NAILING CLEAT W/ WINDOW MFR. � � � . . � . .. � . . 2X4 SMOOTH CEDAR TRI M VYCOR PLUS, OR SI M. C�N A�L SIDES OF OPENING �: � �•� - � � :� � � • � . . , . : . - �,. :�•�� • :•��� WINDOW SILL DTL ( WOOD SIDING s 0 � d v � . . • . � � � �� � � � a � • . � �� � � �� � � � �. . �. � � � �y �y.��' r • �,��y ,� 'u r • i � � • C�' , A�� ' � _ _ . ,�o � ��i . i�,,�� �� = • . M � � ' `��`/ . � ,'�.►� � • � ' _\ ,� ii„•' � . . . � ���� '� . � . .� ,� '�� , . � ; , . , , ' i' ' i � � , ;.., �; � . , . , . � ; , �� � , . . , ; . �� ; � �. � � � . ; ' 1 : � ' ' ' ' • t �� - , , . .; • � c �� .. � � . � . � ' -'_______ 3" = 1'-0" * ALL STUCCO ACCESSORIES TO BE VFY' D W STUCCO / MFR. EXTERIOR � VFY. NAI LI N G CLEAT W/ WINDOW MFR. � � � • `��;�� � � i.l6 ��I�� ` ' ' i � �y- � =s,�;� � � ,, :, ., _ „ „ . � � . , • � ;� ;� ,, � . ,, ;i � :� � .-; :s ., :; � • ;_, :, . . ., • � ., ., ., _ . .,. . . . � .� ., � . . . 3� , � • � . :� ;� . . ., . . ., � � • ,. � ., ., _ • • . , ;_ �� � ' s; A�� r . � � . 3" = 1'-0" � � � ♦ l � , . � �. . • . . � ••� � . 1/2" SHIM SPACE PER STRUCT. FI LL VOI D W/ LOW EXPANSION CLOSED CELL POLYURETHANE FOAM INSUL. m � � i � � � � . � � � � , � � � � � � � , • � • • • , � � � , � , � � � � ► �� • � � . � • , � . • • � � � � � � � . � �� ��� � , . � . . � � � • � � �i.':=_- . . • . � ' ��� ���' ��, :, . .•� , � � �_� ,�,� . . �=-� — �• - � •� r• -. � � � � • � • � �� � � � � — .l•�� � 1 �� � 1/2" EXT. PLYViID SHEATHING PER STRUCT. TYVEK STRAIGHT FLASH 1/2" SHIM SPACE 8" D RYWALL DRYWLL RETURN @ H EAD/ )AM BS �—SEALANT AND BAC KE R RO D, TYP. FI LL VOI D W/ LOW EXPANSION CLOSED CELL POLYURETHANE FOAM INSUL. 16" WIDE ZINC EXTERIOR 16 WIDE ZINC STANDING SEAM INTERIOR STANDING SEAM METAL SIDNG PANELTURNED UP AT METAL SIDNG PANEL F�SHIN _ 1/4" RAINSCREEN U/ � ���. BUILDING PAPER O/ ' �� `�'� �VFY. NAIL. CLEAT _�_ ���: �: W/ WINDOW MFR. NAILABLE RIGID INSU�. � 1X �AMB/ VFY OSB FASTENER W/ . � 2 f� BEARING PLATE f���� �' EDGE FINISH/ 1i� EXTERIOR PLYWD ; MAT' L 2 . 1/2" SHIM SPACE SHEATHING � �—�— 5" DRYVi/ALL 1-1/2" POLYSIYRENE 8 .,'' � PER STRUCT. RIGID INSUL. � � ��! , VYCOR PLUS, OR . + � SEALANT AND . BACKER ROD, SIM. 4N ALL SIDES _____ ��� ,, OF OPENING W/ 30# � � ,� ,,%,� \,, ,,,, ,, �P� FELT OVERLAY �'��' ,� FILL VOID W/ LOW ,, EXPANSION CLOSED HOLD BACK 3" CELL POLYURETHANE AL.L SIDES OF WDW i FOAM INSU�. PER MANUF. SPEC. E 2" EXT. PLYWD METAL FLASHINGW/ , SHEATHING HEMMED DRIP EDGE ; — PAINT TO MATCH SIDING WINDOW HEADER DETAIL— METAL SI ING 4 3„ = i�-o„ VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING ; LAP INTERIOR � J OI NT OVE R M ETA� EXTERIOR � FLASHING � FI LL VOI D W/ LUW M ETAL LATH 01 EXPANSION CLOSED BLDG. PAPER CELL POLYURETHANE CEMENT STUCCO FOAM INSUL. METAL FLASHING W / � ix AM g� v�r � HEMMED DRIP EDGE PAI EDGE FINISH/ TO MATCH SIDING MAT'L SEALANT AND BACKER--- �� .-1 2 SHIM SPACE / ROD TYP. , 5n �— D RYWALL TYVEK STRAIGHT 8 PER STR . FLASH UCT VFY. NAILING CLEAT W SEALANT AND / BAC KE R R D WINDOW MFR. O , / METAL LAD WIND W C O S TYP., FRAME EXTEN I N N SO SO i�� — — EXT. PLYWD 2 . ALL UNITS NOTED UNIT S SHEATHING , TO HAVE I NTEG RATED FIXED SCREENS (SEE WIN. HEDULE� � r. , �. �: � l i. C�� ;- � � � . — 7 3WIND W HEADER DT�. @ STUCCO SIDING \ 1 � ►1�� -...�� � 1�� INTERIOR *VFY. NAIL. CLEAT W/ WI N DOW M FR. �-1/2" EXT. PLYVi/D SHEATHING �-- PER STRUCT. ,---TYVEK STRAIGHT FLASH 1/2 SHIM SPACE �— 8" DRYVi/ALL �� DRYWLL RETURN @ H EAD/ JAM BS - FILL VOID W/ LQW EXPANSION CLOSED CEL� POLYURETHANE FOAM INSUL. NT AN D ;R ROD, * ALL STUCCO ACCESSORI ES TO BE VFY'D W/ STUCCO MFR. INTERIOR �- 5i D RYV1/A�L 8 ��1" EXT. P�YVi/D z SHEATHING '�� PER STR T. UC �� „ 1 2 SHIM SPACE / �_ 1X AM B VFY 1 I EDGE FINISH / � MAT L SEALANT AND BAC KE R RO D , TYP. FILLVOID W L W O / EXPANSION CL4SED CELL POLYURETHANE FOAM INSUL. �� � �� � 0 C� �► . 0 . �� v Q H y.... v C� � •,,,,, � v � 0 , �� . .,. ,; � ,� } - , � � �n � w �.n — �o 0o v� O ~ V �."' � . �. J Q Q � � � 'Q O W � �� e•, � �.,�; H ^ . .� �^ V O'� CC V 0 �vc W _ � � 0 J � W 3 0 � � � � — _ _ — � -- _ i �► � � — — ,.. - - � � � — — — �. � PRO)ECT: DRAWN Br: DATE: HB 12.17.07 REYISIONS: BLDG. PERMIT SET 06.16.2008 , CQNSTRUCTION SET- REV S. 0926.2008 , � REV. S TO BLDG. PERMIT 11.24.200$ WINDOW DETAILS , , � i• �•• . � � �• � . � $ : .., _ .�....� . . .. . . . � � . � � � � ,: � � • : � � . . . . � �' ' � i i '� � ' ' � �' � . � � � , � ` �.� R) ° a� VYCOR PLUS, OR SIM. ON EXTERIOR ALL SIDES OF OPENING BLDG PAPER; HC)LD BACK 3" ALL SI DES OF DOOR PER MANUF. SPEC. � �� � r••� • • � . •�� . � �-• ..� INTERIOR ,CK DAM THRESHOLD ' S EALANT -VFY- �/$" FOR FIN. FLOOR o�' `� ��� : � _�-- I/� : • PER STRUCTURAL 1/8" ASPHALTIC � 3/4" � 3" = 1'-0" 2X8 DECKING ��' � � . ••� r � EXTERIOR VFY. NAILING CLEAT W/ WINDOW MFR. SEALANT AND BAC KE R RO D, TYP. SLOPED WOOD BLOCKING @ SILL M ETAL FLASH I N G W/ ----- HEMMED DRIP EDGE PAINT TO MATCH SIDING STONE VENEER- 2-1/2"��' VYCOR PLUS TO l2" 4N � AL.L SIDES OF OPENINC-- BLDG. PAPER WINDOW SILL DT�- STONE 2 3" = 1'-0" 2X4 SMOOTH CEDAR--_ TRI M ��. 1 Y/�1��� ��. C/'1�1 Y Y�:-- WINDOW MFR. SILL TRIM W/ . .. . � . . � � . � IN CONT. BED OF SEALANT— METAL FLASHING W/ HEMME DRIP EDGE � � :/�� ,, �� rr�or���. - r�c��vrvn�.�v, nv i LIQUID-APPLIED WPM (AH6125FR) EXTENDED TO ENCAPSULATE METAL PAN FLASHING VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING BLDG PAPER; HOLD BACK 3" ALL SI DES OF DOOR PER MANUF. SPEC. EXTERIOR SWING DOOR THRESHOLD-WOOD 3" = 1'-0" '�I��u� VFY. NAI LI N G CLEAT W/ WINDOW MFR. SILL TRIM W/ END DAM BEYOND METAL PAN FLASHING W/ UPTURNED EDGE & END DAMS (FULLY SOLDERED) SET IN CONT. BED OF SEALANT METAL FLASHING W/ HEMMED — DRI P EDGE --' SLOPE TO DRAIN 3'e" : ��-o• ,.. . •� � • � � � � � � , V �. � i 1 � r � � � i � . . . .. . : •' ' •' • ` � • • ' i � � � � � � � i ' � � • �i•' . . , . : a � ..� SWING DOOR THRESHOLD DTL @ TERRACE 3" = 1'-0" � VYCOR PLUS TO 12" ON INTERIOR ALL SIDES OF OPENING FI LL VOI D W/ LOW BLDG. PAPER EXPANSIUN CLOSED i �:�CC POLYURETHANE TYVEK STRAIGHT ' , FOAM INSUL. FL�►SH � ! �-1X JAMB/ VFY STONE VENEER- VFY. �� EDGE FINISH/ THICKNESS � MAT L META� FLASHING W/ ,' � �--SEALANTAND HEMMED DRIP EDGE PAINT �� BACKER ROD, TO MATCH SIDING � -np, STEEL ANGLE VFY. W/ ��/2" SH I M SPACE STRUCT. ''---PER STRUCT. VFY. NAILING CLEAT WI � � WINDOW MFR. � 5" D RYWALL M ETA� C LAD W I N DOWS� EXTERIOR � _� ---�" EXT. PLYWD F�ME EXTENSIONS ON ��W SHEATHING ALL UNITS; NOTED UNITS — TO HAVE INTEGRATED FIXED SCREENS (SEE WIN. SCHEDULE) �,� WINDOW HEADER DTL- STONE � . \ '` / 3" = 1'-0" �._/ lx8 & lx4 CEDAR BOARD ON BOARD � If�tTER10R gLDG PAPER; HOLD BACK � B CK QAM 3" ALL SIDES OF DOOR 3 �' ' " PER MANUF. SPEC. '�''�'� @ THRESHOLD %'%%;� VYCOR PLUS, OR SIM. 4N i % � � W S EALANT ' %�% ALL SIDES OF OPENING %,,, %'%'%;; VFY- �/8" FOR ; LAP JOINT OVER METAL ;,,;; ;,, F I N. F LOO R F LAS H I N G-----_..� ,% ''�''%'� METAL FLASHING W% HEMMED DRIP EDGE o� � PAINT TO MATCH SIDING A _� z --� � � __..,. X4 SMOOTH CEDARTRIM -- �___�-- _I -�__ . . SEALANT AN D BACKER ROD %'%%, %,,, ,� PER VFY. NAI�ING CLEAT W/ '�'��'%'' ,%,% � � , ,,� , STRUCTURAL WINDOW MFR. , ,,,,,;%, ,, ,, ,,% M ETA� CLAD DOORS� '� '� �� ��'� ,,,, , ,,;,,;,,;,;, FRAME EXTENSIONS ON �'�'� � � ILL BLOCKING � ''����' ALL U N ITS; N OTE D U N ITS �' 2XBL.00KING TO HAVE INTEGRATED PER STRUCT. FIXED SCREENS (SEE WI . lx8 & lx4 CEDAR SCHEDULE) BOQ►RD �ON BOARD SWING DOOR HEADER DTL- WOOD S ING 4 3„ _ ��-or, � �1 � .. . . . . � . � � � • �� � . . � � � � � C� ' • � ' , . . � , � � �� � � �� , ' • •' • � � � • � �•' � � , � � �///%%%%//////%/ . . ` • I I I�IIIIII II 1 ♦ _'""- . - � � _ - � � � . � � � � � � . �� � ���••� �� . • • � PER STRUC U AL ' � � TO HAVE i NTEGRATED � FIXED SCREENS (SEE WIN � a ;, , , �� / / / / � � ' , � � , � , � , � � ' � �. . � SCHEDULE) SWING DOOR HEADER DTL @ STONE 7 3" = 1'-0" .• �� . : . , � . . . ' .. 'i � � � � � . ; � , � � -, . . . � ., . .•� . . FILL V�ID W/ LOW E PANSION CLOSED C LL PO LYU RETHAN E F AM INSUL. -1/2" EXT. PLYV1/D SHEATHING PER STRUCT. 1/2" SHIM SPACE $" D RYVi/ALL DRYWALL WRAP H EAD/ �AM BS SEALANT AND BAC KE R RO D, TYP. FILL VOID W/ LOW EXPANSION CLOSED CELL POLYURETHANE FOAM INSUL. 1/2" EXT. PLYVi/D SHEATHING PER STRUCT. 1/2" SHIM SPACE 8" D RYV1/ALL DRYWALL WRAP H EAD/ JAM BS . . . � • � . . � � r . • � � �, . .. . .� . , � � � n. � ', .�... � � �{... •— � � � v � � � � � � . � r• •-.• � �� � � �. o '~ v r". � , � �o Q^ �� Qo W � �� N _ ^ �^ . � J Q � °� V 0 Q W _ � z O J � W 0 � . • ,� ��. . .. �: . �� �,� �� ' j{J � x.� _.4 � � , �� /� � ` _ _ � � -- _ � � — — - � s i - • = _ — 1 =- — PROJECT: • DRAWN Br: NB D A T E: 12.11.01 REYISIONS: BLDG. PERMIT SET 06.16.2008 CONSTRUCTION SET REV'S. 0926.2008 BREV.'S TO BLDG. PERMIT i 1.24.2008 wi��ow � 000R DETAILS • 2X4 SMOOTH CEDAR TRIM ��■ V��1 `�� P�i���� • �� WINDOW MFR. SILL TRIM- FLUSH WITH Tu R FcNni n_ �n�R n p�nii- METAL PAN FLASHING W/ UPTURNED EDGE & END IN COI�'. BED OF SEALANT— METAI. FLASHING W/ HEMME DRIP EDGE rr�vrl��.► - RGIIVrV11t.GV� nv � LIQUID-APPLIED WPM (AH6125FR) EXTENDED TO ENCAPSULATE METAL PAN FLASHING VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING BLDG PAPER; HOLD BACK 3" ALL SI DES OF DOOR PER MANUF. SPEC. EXTERIOR SLIDER THRESHOLD DTL W04D SIDING D NTS � � � . . � � � . � �' : • � . .. . . . � � . � �� � r - � - • : � � . . � � i . � � . �� � • ' ' "' • ' � • , �. . �. � � � � �.�� � ' � ... ' � � • �' � �.. . .. . •� � •• � � � • •� r . � � � � • , ! � � , � � � � . . . � . � � . . • � � . • •�� 3" = 1'-0" 2X4 SMOOTH CEDAR — TRIM � ;'�;. INTERIOR VFY. NAILING CLEAT W/ EXTERIOR ;' 1�. CK DAM WINDOW MFR. �' THRESHO�D SILL TRIM- FLUSH WITH � � �' � THRESHOLD- WRAP WITH FLASHIN '��'�''�' SEALANT , ;-%%,% ��''' ' ���� METAL PAN FLASHING W/ '� � ,�� :. VFY- �/8" FOR '�'�'� �� UPTURNED EDGE & END ��'� '� � � FIN. FLOOR %✓' �� �� DAMS (FU��Y SOLDERED) SET �i� ••. �� ��' � ����������� I N CONT. BED OF SEALANT METAL FLASHING W/ HEMMED ��' �' DRI P EDGE SLOPE TO DR141N 3'S" : ��-oN � � ==a�l �� , _-_ FABRIC - REINFORCED, HOT PER LICC��UUID-AP�LIED WP�I ��16125�R) ° STRUCTURAL �EXTEND�D TO ENCAPSULATE ° 1��fE LASH 1 NG ° VYCOR PLUS, R SIM. O PER ST ILL BLOCKING ALL SIDES OF OPENING 2XBLOCKING BLDG PAPER; HOLD BA PER STRUCT. 3" ALL SIDES OF DOOR lx8 & lx4 CEDAR PER MANUF. SPEC. BQARD ON BOARD A � �� a JRAL a � I� 2 SLIDER THRESHO�D DTL. @ WOOD SIDING/ TER 3 -1 0 COR PLUS TO 12" ON ---- INTERIOR ALL SIDES OF OPENING — ��.� BLDG. PAPER , ,.. �� ��� METAL FLASHING W/ � ��.. . ;:�� HEMMED DRIP EDGE PAINT � � - ;_.. ACK DAM TO MATCH SIDING � � ; ,,,,,,,, : THRESHOLDSTONE VENEER- VFY. ' � ; � '�''�'��' � I S EALANT r ; %;%;�%; �. THlCKNESS � � , �' � ; ;%,;,;%; � VFY- �/�" FOR � � ,' � ; ;' ;� :.� FIN. FL04R STEEL ANGLE VFY. W/ � � %� %; �: _ _ � STRUCT. , , , %� , 1 ; % ; '� %, ,, � VFY. NAILING CLEAT WI � ; �'%'%''%'��'% � %— ___ � �i�% �i� i� ' WINDOW MFR. ;` �, %'%', �t M ETAL CLAD WI N DOWS; �µ_�� �;'�'��'% I '''�'�' �� �R FRAME EXTENSIONS ON � �' �'��'�� ,,-,,%,,, ,;%;%;,, ��TRUCTURAL ALL UNITS� NOTED UNITS ! --�� � a � � ___ € --- TO HAVE I NTEGRATED � FIXED SCREENS (SEE WIN. ;� SCHEDULE) EXTERIOR c� �ncQ ucnncQ nT� r1 CTr1NIC 3" = 1'-0" � � CE � G � INTERIOR EXTERIOR i:��� BLDG PAPER; HOLD BACK � E- 11 � � CK DAM 3 ALL 51 DES OF DOOR �° , �� THRESHOLD PER MANUF. SPEC. �I ' ; � %��/ SEALANT �COR PLUS, OR SI M. ON � '- , .. �, . '� � VFY-'/8" FOR ALL SIDES OF OPENING ,�� ; j/ _; . ;� ���.� FIN. FLOOR : �P �OINT OVER METAL �� � ; %' ���� FLASHING ' ,, . � } M ETAL FLASH I N G W/ ; o � HEMMED DRIP EDGE _ ___ ._ PAINT TO MATCH SIDING ,,, �, _ = 1=== __.� 2X4 SMOOTH CEDAR '�'��'%'�''�'�� � ,,,,,%%, ,, ,, ,,;,,,, ,, TRIM �' '� �' %,%;%;%% VFY. NAILING CL.EAT W/ � � � � WINDOW MFR. ; ', �' � ,%,-%%, , 2X B L C I N G M ETAL CLAD DOORS; %;%;;%;% PE R S R CT. '�'%'%'� FRAME EXTENSIONS ON a ,,% ALL U N ITS; N OTE D U N ITS � TO HAVE 1 NTEC RATED FIXED SCREENS (SEE WIN. SCHED , SLIDER— HEADER DTL WOOD SIDI G 1 3�� = 1'-0�� � __� � � r• � — � � � � � i � � ,; �� . . .. . " � � � � � � , � -- r � � �• • � � � : • • • i : � • , . �. . . � — �� � �•� �. . � . � � � � �. . �. � � �� • � ... � . � � � . . . . � � � • �� � . � . . . • � �.. . .. . � �. . �. � • � • •' � : � ' � ' ' • � : � � � • ���� � . . , . � :•• � :� � � , • . � � � • • �� . � � � . . � � � • � i . N•�� � � � � . . � ' : � � : � � � � � , � � � � � � . � � ' � ' � � . . � . � . � . a � � ♦ � � � . � � � � � e � � i � � � � . ' � • ' � ' : • �' . � � � ' : :'�� . ,.�. �.��. � . � � {\ � INTERIOR � . . . . . � � �• . : �� • �•� .� . ; •� � - �� . . . . � -. � �•r . . �� � �� :� �� • � • � � 1 •� ' � i•' 0 0 ..,, . . . �� • �� d .' . � d'' sALCONY � J 4 �. 7� �WING/ SLIDER DO�R THRESHOLD DTL— WATERPROOFING �.�. 0 C� 0 0 � . � �,� Ci. � .,... v � � _ V � 0 �� �v �o u� � a o� V r"' e�- . �. —� O Q �"� �� ao W � �� r �� �� � V 0 4 W S � � 0 � � W 0 � -.,, �i 'f i . ��_ � ,. . . . »�- �.` ��.�` _ � � , _ _ � ... -- _ � — i .�► — � r � - � � � � � �� � PROJECT: - DRAWN BY: NB D A T E: 12.11.07 REYIiIONS: BLDG. PERMIT SET Ob.16.2008 CONSTRUCTION SET REU'S. 09.26.2008 BREV.'S TO BLDG. PERMII 11.24.2008 WIHDOW & DOOR DEfAILS � � I GENERAL ELECTRICAL NOTES: 1. PROVIDE ALTERNATE FOR LUTRON 'HOMEWORKS' THROUGHOUT AND SOLELY TV/ ENT/ KITCHEN/ DINING/ HA�LWAYS #109-112 & STAIRS #115 2. EXTERIOR LIGHTING— STEP LIGHTS, LANDSCAPE PATH LIGHTING, INGROUND DRIVEWAY �IGHTING/WAL� SCONCES � TV/ ENT #101/ FOYER #102/ HALL #112/ MUD ROOM #118/ 2—CAR GARAGE #119/ GUEST FOYER #023/ GUEST GARAGE #027 TO BE ON PHOTO CEL W/ TIMER OVERRIDE 3. 4. 5. POWER AND LIGHTING DISTRIBUTION TO FO��OW REQUIREMENTS PER IRC ELECTRICAL WALK—THRU IS REQUIRED WITH ARCHITECT AT ROUGH—IN VERIFY HEIGHTS OF RECEPTACLES FOR TVs WI TH I N TERI OR EL�.TIONS—**PER DESIGNER _ i\� � ��� O 6'j, p, LIGHTING SYMBOLS POWER SYI �EXTERIOR STEP LIGHT/ BRONZEIITE/ 4V�61003/ BRICKLYTE/ DARK BRONZE/ UNL�UVRED EXTERIOR WALL MTD. SCONCE/ R TEKA/BWM/2016/BROWN PATINA 100W EXTERIOR DRIVEWAY IN-GROUND/ �S BRONZELITE/DG7000 DRIVE OVER W/ DOME/DA BRONZE 3500 lB LIVE �T RECESSED CAN/ HALO LINE VOLTAGE 4"/ H99TBZ// BRONZE � BAFFLE-BRONZE TRIM � �I:{Q � ��' STUE TOTAL LIGHTS ALLOWED(ABOVE 18")PER LOT SQUARE FOOTAGE= T�TAL LIGHTS BELOW 18"(STEP LIGHTS, PATHWAY, �ANDSCAPE, W TOTAL LIGHTS ABOVE 18"(WALL MOUNTED, SURFACE MOUNTED-H� 1 E�ECTRICA� SITE PLA�I 1 /8"=1'-Q„ , ; r� V Q. h +.. w a� +► •., -�G v � � ° � � � • � • � � � �O � 8 " . �. � ^ � a s � � � � . .r � � v� � � � � � � 0 r- � �� ' � " � '� ��. � �# �# . :,. �. �, , � �; � i 1 ;� " � �' r � �'. \• r. 1� W V Z W � H W aC �. � W � f� � V � _� �... Z O = _► — � m O J O V � — � . 0 � t,� 0 — � � � W � � � Q W � � �� `� f PRO�ECT: �R�wN �r: DATE: 0 HB ( Z. � �.�� RErisioMS: TOV DRB SUBMITTAL02.11.2408 REVS O4.16.2008 BLDG. PERMIT SET 06.16.2008 REVS. 09.18.2008 �TOV.DRB REV.'S 11.14.2008 BREV. BlD6. PBtMti 11.24.2008 ELECTRICAL SITE PLAN • (10)-# RTIGAL LAGE OF TY(�IGAL VER L BARS, 5) OWS OF �2)-�6 1 2 BAR � GE�R �3' APART WITH 4, 9 6, 1 6, 9 MAT DOWE TO FOOTITJG I'-II I/�' 4'-4 I/2" ` -10" II'-II I/�" �'_(�" g'_p" i N - �- - � - - � 5'-6"] I I �'-O" � i i i I � i I I ( I � - � ��' � BOTTOM OF - 2 - i 0 y�p�LL � FOOTING STEP O 5�2 ( O i ( [105,T6��� � � i STEP � •+r' � - � �D i i�15'-8") 2 m i ---- �---��o��-q"] --ry -� ry M ��- -- ----- -�- �----�-----r� - - - - � � : _ � w,�a� � 0 ' ; L _ _ J : ' I�i i `fl � � ( STE � -� � _..... ! i ry _. _.. _ .... . .. __., _. __ _. _ __ _ . . __ , io° ��_�,� : t (4)-�5 �/ERTIGAL (TYP. 4 PLAGES) i 0 52`2 [iio�-o°] ---------�-- ---- . � i I � �-- -----------� -� [io��-6"] ; I ' I.. .-� . _. . _ ... ... ' ' __J I : �---- ---------- -- ---- : ry . „ � ; ----- -------- -- --- _ J � I r � �; ---�---- -�- ---- � � -` -' --- -- -- L - - - ------� - � - -� lq3 2 v��- - - - - - � _ �q8�-o°J- � - m �o ^�-i 3 i � I I _' � 4 -`-�� - � 10'-3 I/ ,�100'-O") S � ;......._ ................. _.. _..._.._...._,�..........._...._.._.. � � ^� � � FOOTING HDU 5 � � 5�.1 _ _� I I r - - - ? ; � WALL ( : � ,: I � ( (`r t�; ' WALL STEP � r' FOOTIN6 EP \�• � I i i i , � {� �'-O" DEEP POOTItVG WITH P(1 STEP �j' ( � �j �� � ;� BOTTOM OP ;_ ; (�5 AT 6" EAGH WAY BOTTOM STEP ��„ I- I �, ( Q � I ,_, -� I FOOTING STEP :" � € � `fl BOTTOM OF OPENING =�i8'-6" 3 K1 ( WALL ,. � AND �5 AT i'-O" EAGH WAY TOP � �� �( ( STEP � � ( i I, - � � ( TOP OF OPENING = 101'-6" i � � O �� ( 10" Ht�U 5 � ` �'-O" � O � 10, REINFORGE OPENING PER � I i �'-2" ' 2" BOTTOM OF I I 6 i6)-tt5 WITH FO TW STEP ( I ; � � i �,�,qL� GENERAL NOTE "IG � i � MATGHING DOWELS � ` '' ` � Q3'- O I/ ,-, � 1 � I � STEP I � I , .. . _ . _..._._: . I 2.' INTO FOOTIN6 X � i . 8 �.. .... . L=�------� sr I? �-. ( � Q � 5�.2 : F O ° - SLAB � J, _ - I. - F � I TOP O � 6' O" � I : :: �- - - � : - - - ; _� � � � I � G8._�,. ' ' � � L N ' ;: ry �- ' ,-, I � ry TOP O � � : ... _.. .,. �<� �: - `� SLAB �t - ; ' I � � � � ' ' I :: ` ;: 2�-0�= � ' `� , : Q � � ,- - - - - - -�-_-:-�.... 0 � � � I m 2,-0„ ; ;:. .-� I � � �'� ��_ � � � - K- �o - ---,- - - - - - - - - - - - - - - - - - - ;� I � ��'�� �'. . . . .:�' . . ...� . . ...... _ _ - 3 ;_.: � ; : ; ��-�o° � -� -: ,;- -� :- -:- -'��- . .1 ............. .... ., � _. ... ::: 2 � _ � -1 � _ �.� � I � r . . . . . . . . . � ��: Q �• - , �... ......... ry t � � W� �� .� J ' : : ,: - - - ; ; ; ....... I - - (- - - --� . • • • • • •)..-��- O�/ERFRAME � 5 � � I 1 I STEP m i ' I � ��'�'" i: `8' ( i ; �'.......G - ' STAIR LANDINC� _ N i - , . : ° . . . �� � H55 5X5X3/8 HSS 5X5X3/ m �: � � w� I ( ' � BOTTOM OF 3� 2�� �-Q" 2'�O":D.....�P _FOQTIT►IG,ENITH. . . . . . . >:: _' FOOTING STE #� �i'i';6 �E,A�i�F�l+�1� �3077`bTYi.'.'.�.`:; H� 4X4X1/�4 � c4 ' ANp�ttS�T I'-0'��,�.AGN.'WJ�Y,'T.O.P.';` GOLUMN � GOLUMN GOLUMN t;, i 11 i � � � \: '° ( O Q /�\ _ 3� ; �� 500�711VG GOL MN X3/8 � � �\ - - - '. -� - - - - �•�•�•�•�•�•�•�•�• 3'-O" •fl - - - - - - � ,, . -{� .. . �.'. . .. � ��� � � � .2•-�0° I' - - - - +- - - \ .....".�7.�..... � "ry �q3� � �i���� in j' r � I o��- �QB�-o��� � iI i `,` �..... ... -- -- -------- ---- - HDU S L-- ----------- ---- --� ... . ;: . . . . . .'�'. . . .':�; _ r �.... . � ; ' � _ _ _ ; _...__ _ ..... ........ ...._. I �,:.......... - � � �9 __.. � . . . . . � � � `; Q � � ,J - � - - - -�I U�� � - -}-- ,; :-�- - - ��-? - " - - � � ; �� � � � ; , --- - -- ----- _ ----� ' .: � � rJ.---_ ------- ---- -----,� I ; I : � _ _ J � i ; � I'� WALL TEP �103'-6 3/�4"] �.�`' tA � _ � � � _ _1 t4 ��03'-6 3/4"� � - I - - - -- -�}- --- i - � i /� 3 /2 - -r T � � ry ���,q,'- "l �. g � i " HSS 5X5XI/4 O � i3 � � i ^ i '-O" i '-O" HDU 8 I � 52.1 �'-O I/2" �'-O I/�" GOLUMN Q3 � i u1 �b)-tt5 WITH ' � ( 8 8' � .2'-3 3/4"� - I �-� �- MATGHINC7 OWELS I (() i HIj7U 5 � � � � � .2'-O" X�'-O" X i'-O" � _' L DGE AT �? FOOTI NG W I TH (2)-�5 INTO FOOTI E� X ( � I I i ��"2��[�� 3 � L_ _.. : [I 3'-6"] �Q'U� iqb'-O ) � 8'-8") EAGH WAY (TYPIGAL i � a3 � � � � `fl � � � � ry BOTjTOM OF � : � Q� � � ,� - - - 2 PLAGESI - ( - - - I � r i ( _ I ry I FOC�TING STEP I � - i Q � (�f I- - - - -� t - u I - � � � �.o L � J � 2� o° ry � 3 ; �, � � � , r - � ,! i 8.� fp �'-4" ; I [104'-6"�] [104'-O"] �I -O"] . �i � i io4.-ou ( � � ,�.. ;, 2.. �� Qi ( 1 % I I'-O" X i'-O" � r � i ' i i ( �^ WALL STE l _ q 3�4„ PILASTER 8 3/4" TOP p� EXTERIOR i � � � b" SLAB ON-GRADE (TYPIGAL SLAB I � � 10'-6" � i � 6 � WITH �5 AT I'-O" � 3 PLAGES) i ' Q 3 I � m EAGH WAY � �.� i I i �� �"..t�.l I ( I � I 9-�'- " :.� ' - Im I � TOP F 5LA ' ry� . ( O � � � � i - � (SL.O ES � [103'-O" �� �LL � RE: �.RGHJ �LL ry ryl : � WALL I i L� ' TEP � - STEP STEP ; ' , �_ __ m� I FOOTING i 8" SLAB ON GRADE b" SLAB QN GRADE ` G.7 � C � E � �� � 6 0 r � i(1 0 � � � h � �, � n $TE 1 �I STEP WITH tt5 AT I'-O" WITH #5 �°}T I'-O" � � ' � , _ WALL EAGH WAY EAGH WA�f i � ;� ai,; ...�. ..,.a ( ( D03' 3"� I STEP � I _ �. .� . .. _ �. .,W.___ .. ; � :� . .. . L - � _ � _ ( - - - � - - - - � _ L10,2'-6 l - - - - - � - - #6 AT� _ g „ ` i �i'l,-+5, i ' 2�_O�� ' � HORIZONTAL HOR Z � TAL - , � H� _; _iG[ '- I/2'') _ _ ! ' I ... : .' _ <,_ _ - :; _.. _ I103 -0���. . - - - AND #5 AT i'-O�� _ _ ND' �5 AT I'-O" 0 - � - -'�fE L - - - - -� - I4) GOLUMN �'- "' GEN ERED �. _ � � � � � ' � FOOTING � I � � � ' ; `' VLRTIGAL SI.AB O dRAD GENTE D u STEP III ... ......ry.r; h - : T : i ( ' ? . ...: > t :' , . . +. i : ..; > � , t ,..� � � � ( � � WALL B��WITH tt5 wT i'-O" E iE I_ � ( ...�..�....� ' m� �I) : YNALL gTEP ir EAGH Y - - - - - - - - - - - - , �� _ , EP � m i �q,..8.. �T - - � a5 AT i'-4" E GH [q8' 6"� 15'-t0 I/2" GOLUMX4X1/4 m I ; �... �.._6 (� � � � � ' t41 ' ' � : � � �.. �. � �_ � ! TOP OF : 10�'-O° LIO�'-O ] r i 1NAY WALL � �- Q � (� � I 1'(1 SLAB .fl `fl: G3'-b,. � REINFORGIN BOTTOM OF PENIN6 = i O'-O" � ' : i d (._.g'�...� ......... .... " ►� ,.�.. 5Z2 J '� ` ' : TOP OF SLAB � � ( TOP OF OPE�N6 = 102 -� a- � ; �, �(1 � �� m � ,J i � i ;p 5 TOP OF � m REINFORGE PENING PER � ' 4Q O€ (VERIFY WITH SLAB , i i 8 �� � ( I 6 O� I ° DOUBLE 8" ,� 522 � GEN�RAL NOfiE ZG ` �~� ' ` WALLS ARGH,J � i : ; : � II'-6" 52.1 =,._ r_3...��.�� , � � � € 10. 8,� 8. �,. �,_, ,4.�,�.., 8�� �5'-I P� ` _ ............. (4'-ip" I _.......... ... ..._. . i � �, i �'-O" . � ; _ . .. .. . ; WALL ' WALL WALI. : : , [103'-b"] ; STEP [103'-F.� j ; STEP , ; I � STEP L LO4'�' � : -- - - ------� : ° ° ; , I ' I 1 J I � I I � ( , � � I ( �'9 I I I 3'-0�. I I � ' �0 � � � � I O ": ( 5�.2 � u I 4'-O"� ' ( � � � � _ .. . .............._.................. ............ .. ..... ............................................... _.... . . . .. m I � � � : ; �.� _ .... .... . _.._ .. ......................... _ ; : : � , �. - - , - , : � � � ��; , �: � : ; ; ; _ , :, ; , � .. ; ;� � . � � - � ; : .... ..` ;. .: r .... :.:. a ......... � .....:....... . - � � - J � : _ ; :......... ... ..........__....... � _...... ,o _ _...... I - -�--.- .-- - --- -- ---- ...__.._..........._... _.._..... ; . . --- . : r , � r�-o�� 8 i � i �-o° q r [io3�-6��] , �1 { } � _ � „ � 2 -o° x �c�, : . �. ,_�„ � � 2 ��2��� ( i �.... .. � � � I � �OOT�NG l^IIT�-I �5 ; : 52J �LL � ( L _ J „��I ( `., ry - - - A7 1,_ ;"�AGH , Y: °�TEP =' iG3' 2/2" I'-8 I/.2" ; �' I � I 1 I WALL ( I ( � � : ;: ; ` � ... �'-IOFL�" ( � O - � I � STEP � . ............:. � , � ,�g.,.:.:: .. � -'._ :. ::::::... ...:::: :��t._._;_: ; �o P o m � ��-o° sreP � ioo�- � �� � � � '�; ' � . � o � ` � „ .4_.,.. � _ : � ,: _ _ J �� SLAB LL � _ �� � ry � - � FOUNDATION NOTE�'-v= � � : , 70P OF SL.AB �'-O" ' ; - , LL P� - 4� [100'-3"] (RE� ARGH ' - .. ., I : �1 (; 5 P- �T�p 6' I � : �I ., i � i i. DATUM ELEVATION 100'-O" EQUALS 8000'-O" AGTUAL [100'-3"] � [100'-3"] a' • - - - FO SLOPE) ; � I �-- �. -- --------------------- �-- ( I � ELEVATION. i ,_ , _ ....................... '....;................... ........._m....._............._..........: :.. _.._:': • i _ � ..., ....,,.�� ......,.�„ � . ' ' ` � ' _ _ ..._ ���� � , , . „; . - ' - 6 ` � {- - - - - - - - - = J _ � �� "'�_�"`��_ _ _ �. [XXX'-X") INDIGATES TOP OF FOUNDATION WALI. ELEVATION. .... - - _ + _ �,,,,,_.. �����:.�� \-,. �-,.��� � . 2 - - - - � - - � - I - - � � - - - - ...�`' �_.� -\,�„°,..- �\` \ - - '-6" �Q - I I �_ I ;} ; .. . ... ._. , .... �_ �- WALL S �\.....��� 3. �XXX'-X"I INDIGATES TOP OF FOOTIN6 ELEVATION. ` ----... -;. ---------- --- TEP ; i y �-- o �\ ----� �- - - - : �, : : ,�ar : :°����� � I ( ; �, ($�I' � i/2°i 8Q' � 1/2"i � � 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS � I� , ,, ,: i WALL ' �-�^ i/2" 15pLATION ,IOWT 10.�'-6" � �E: SEGTION 6/S2 FOR ` REPORT. � � F�T��� I ,: I��....�' :..............' HS5 4X4�1/4 TEP � ( ELEMENTS AND P I TOP OF EXTERIOR SLAB ��� PDXY ANGHORS �O BE \ 5 � q S GOLUMN I BUILDINC� �RE� ARGH, FOR SLOPE) � \ . GONTRAGT R HA L PLAGE )- 5 VERTIGALLY FULL HEIGHT OF I STEPI ( � ;, : ; :............ ... � �3 �, i � Ui ED WITH HOLD- OWNS � WALL AT H GH SIDE OF ALL WALL. STEPS HIGHER THAN 4'-O" IN i � r__ J : � 3'-10" G'-IO �/Ib" 4'-8"� ; ( (8i-#5 V RTIGAL IN \ I DIGATED ON PL��. � ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. : • : :.: _ ; i - - - - - - - - - - ; - Y � - - - - _^ ' _ _ _ _ _ _ _ _ _ _ _ � 6. ALL FOOTINGS IN GRAWLSPAGES SHALL BE BAGiG FILLED WITH ( PILASTE WITH (3) � ! � '• ;' :� m �' �r' � GOMPAGTED STRllGTURAL FILL TO THE TOP OF THE FOOTING � � -..-, \ , � ` O��RRAME 6 ��`°\ � „� ,� MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON �' �4 T� O D �4 TIES �.T 1'-4" � °°,... i i i `i ����...,........... �\� ...����.��.., °�� ���.�...1..... °"''�����.........�.,...�..,.. ����� SEGTIONS. � � ! � � � ( � °�� ���,.,,..,..,°,. ........ .. BOTTOM OF OF�ENING�= �4'-I i/�" � '�t I O � _� ' 8°11-10 I/2" u I i i i I 7. FLOOR ELEVATIONS SHpWN ARE AT TpP OP SLAB OR AT TOP OF TOP OF OPEN11�6 = q '-i i/�" ��, is' WALL � I ( ft1 ��-3�� PLYWOOD FLOOR SHEATHIN6. REINFORGE OP�NING PER � �r ��� TO OF STEP �ENERAL NOTE �6 ( �`� � S 8 FOOTIN E�/AT ONS SHOWN ARE MAX MUMS AND MAY NEED TO i L B ' � O � O � . 6 E4 I I I ( I �.; ( z ` � � � BE LOWERED DUE TO 50IL GONDITIONS. VERIFY GHANGES WITH - - - - i- i - - i � ( - - - - - - - -I - - -,-, ( � - � - - � - - �/4"=1'-O'- - - - - - - STRIJGTURAt_ EN6INEER. fi1 � � � �p �� � q. PLAGE aLAB DIV C�RADE ON STRUGTURAL GOMPAGTED FILL OR I � L _ � � O( ' �` � ' i � i � �11 NATt�RAL 6RADE AS OUTLINED IN 501L5 REPORT. HDU II •'* r RE� SI.IA FOR � � � 2'-6" � �-� - I EMBED PLATES i 10. UNLESS OTHERWISE NOTED - ALL SLAB ON C�RADES ARE �4" THIGfG I�1 u � r I � WITH 6X6 Y�,2.I X W�.i WELDED WIRE FABRIG. I I ( � i I- q��-� ����� � 0 � � � I n m if1 ; I' i8)-�5 VER7IGAL IN II. F4ROVIDE GON'i`i?OL JOINTS OR GONSTRUGTION JO�NTS IN ALL SLABS- � � � -� � �'� `:;'; TOF' OF ! 3 I; � �LL PILAS�ER WITH (3)- ( RE� SI.OB FOR I � ON-6RADE. MAXIMUM SIZE OF EAGH AREA SHALL NOT ( �% � : �� ;; SLAB I: STEP �4 TIE TOP AND FOUNDATION NOTES ( Q 3 EXGEED 100 FT? ") ;' , `�•� � I,� #4 TIES AT I'-4" i AND SHEAR WALL � �1' f; ! I I � ry � SGHEDULE t,2. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS ( ( ��.,4�� HDU 8 ` I€ � WITH ARGHITEGTURAL DRAWINGS. ( I � �( ( ry �'� � � � 13. GENTER FOOTIN6S UNDER WALLS AND GOLUMNS UNLESS i � i I , I Q I �-• I: �� ( i D I M E N S I O N E D O T H E R W I S E O N F O U N D A T I O N P L A N. 3 ( I T�P� H� 8 � H p U I I ( ��-3 � `PILAS ER WITH ( 3)� q5 -5 i 14. REFER TO ARGHITEGTURAL DRAWINGS FOR STAIR FRAMINC-� DETAILS 2 � y�, o� L L TOP OF I AND LANDING SLAB ELEVATIONS. � � � � : � � � STEP #4 TI E S T OP AN SLAB � t1.• I I Q � 0 I �4 TIES AT I'-4"� � 15. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ( 6'-D 5/16" g ( ARGHITEGTURAL LANDSGAPE PLANS, DETAILS AND ELEVATIONS. �� FOOTIN6 BEAM POGKET � � �•� � SITE iNALLS SHALL NOT BE GONNEGTED TO THE Dt11LDING UNLESS � i i �.I I , I STEP HSS 4X4X /4 yy,qLL � ' ; ry 8 ( - I - - [100'-6 �/4'.] ��-_ ` �.I NOTED OTH�RWISE. �� _� i STEP � : �.�. # r-.�2.1 -� - �� -+- -�-�?r - I L [q-4'-O"] [100'-3"� LWALL STEP (- - - - - f - ( ( ---- --- ---- - --- - N ---- - _ T P. i i i � :.. ......._ .............................................. ............. .......................... ....... .. .. ... ....... ..: HDU9� �....: _. _.... _........... , _....,.... �,� `� I ` � i b i � i � � _. � . _._ _ . . ... ._ 5�.2 : t / i - - - - - ; ��..r.�...����. ��u�uu� :u���u��u�� _ - - y�-c-- �- .............. - - - - - - ; : _.......... `� MATGHLIN i ; € _ :` -�TE�- - ,..: . . - - � r - - - � _ < ..: ....:.. _.:.' ' .... _ � . _ , _...... _... _.._ _... _ �........ _ ■�■■�■■ ■■ ■ �■■� ■�■ - --- -- ---= =--- L:�_ � ,� .,�,. � ■■�■■ ■.�.■ ■ �■■ _,_ � : � � .i.�■■ � �■ �r■ i � t i � 2'-O" X 2'- r':_ f P oF dl � ` `� � BE M GOO'-3"� _ : , � :; �. � 8�t ; 2 I/�" = � � � � X 10" FOOTI G:' t't� . , Q __....� . �rri0ov ` ..: ;' 4 i I ` �-�+ ----- ---- _ � � PO iGET � �yqL.L ' � � . ' 1 ^ WITH i2�- � '. p- ,;�� � � [ ' � � � � 5�.1 Q . ry 'f STEP I ; I I '-' � ` EAGH WAY � � ry ( �...�i . _ ............. I i�i-4'-O") �XI� � ( ,-, ° i � FO TIts1G AT i'-4" -t . � s�.� ry I � I-' ��t� : �c i i �"�°r P � i s � (V � i � I- '�'�TEP ; I: � 0 I.-. _ I i � �_ � � � i � d1 � , ` _:..._ ... .... .... :... � , : , . .' .(� ... ..................... . ..... I. � I I � - F�TI�G i/2" ISOLATION - i `� .:.::.. � ::::::::.�- `J i�) �X12 <100'-8 I/4"> t _.._. ... . . ... . . .. ,.... . .. . : � � � �:. _ � � ..: . . -' �, : ; ; : �_-�._�,�� ' : � :, : . __ � ` !: �T ...........:..........� ... ; c;� 7. . ,... . ii+iw�r . .. . ��. � .--••-•-. .. ,•-`" MATGHLINE �■'■�■■�■■�■■�■■�■■� r-► � �.n .r,� �o �n - �o 00 0� O � v ^ r-�. • � _, o �ct ^ � °� Qo � a Z N � � � � �,- J � � °� V � � Q W _ c� z O /�� J �"��% � W a Q.% ^' � U � • �, c� !■� � � • � � �� � c[S Monroe & Newell Engineers, Inc. �.o. s�x isv� 70 Henchmark Road, Sui�e ?.0�1 Avon, C brado R 1 G20 (970) 949-77G8 FAX (970) 949-4054 F,maii: avon�amonroenewell.com 170t Wynkoop S�rcet, Suitc 200 Denver, Colorado 80202 (30J) 623�4qL7 FAX (903) 623-GCO2 E3mn�i. �cn�c�dmonruc ncwcil.c��n k'O lton 295 619 Mnin Street. Suite N7 Friuo. Colorado 80443 (970)668-3796 FnX (970) 668 3789 Emnil t ce�i mon ae-newell com �� � r; �. :, ;� : f j� "' � , fw,-. ti � ..,, ,�<,` , , � � l� � � J�A � �� ,'f 4 i 1�hT�C...,.. ��� Q... � V � � � o � Z � O ..� M�� "' ..�cW � o0 �' W � CC p eoC cC ��m � O v=i � � Q � °G W c°c v � �; CO � ? W � t11 � � E- �_ O � � � � PROJE(L #7606 DRAWN BY: Jp$ DATE: 6/16/08 REVISIONS: Q REVISION i0 BUIIDING- 8/11/08 PERMIT-EOUNDATION PROGRESS SET 8/21/08 � PRI�ING SEf 9/02/08 Q DE[KS/EXERfISE ROOM 11/11/08 Q ADDBAVWINDOW 11/21/08 REMOVE O�N fORNER Q BUILDING PERM(f 04/02/09 tOMMENiS FOUNDATION PIANS • � =i � � n ( ' I TYP� HDU f3 Q i I'—�" wi �-.i . ���. �..... .�. Q%� �F «�*. ���.� �..�� �v ��� � �� � �v����. v��nr���vv.i � vi� .i�n��� � ���� ��� v �.. v � HDU II �LL � PILASTER WITH (;�)- T � AhID LANDING SLAB ELEVATIONS. � � � ( � 2 � STEP I � TIES 70P ANG} SLAB ( i �. I : I Q3 ( - �4 TIES AT I'-4" � 15. ALL SITE WALLS NOT SHOWN ON THIS PLAtV SHALL BE BIJIL I 6'-O 5/16" 0 ( 5 ffiRGHiTEGTl7FZAL LAND�'aGAPE PLANS, DETAILS AND ELEVP �� FOOTIN6 BEAM POGfGET � � �'� � 51TE WALLS SHALL NOT BE GONtVEGTED TO THE BUILDIN6 U�..�I �II `�•� i NOTE[7 OTHERWISE. � � � 52.1 � ( STEP HSS 4�4X /4 y�ALL � I . ry 8 ( -+ - - - [100,; 6 3/4"] '- - +_ �' I I I ( L- - �G4-� � - - - �100'-3"] _ GOLINALL STEP STEP � a • • 52.1 r - - - - -•-.:�,�. - - - f , TY . SIMP�'�ON ( � b � � i i � ( �`.. ..... _.... HDU .. _.. 1 _ .......... ..... ♦ ♦ _ _ _ _ _ - - - - - - .._.. ..� 5 _. C _ ..........: . .. i i i � _ . _ _ _ � 522 's : : ;t - � '! _ .�. �,., . , r y�,qc� - - - - - - - - , ..:���, ....,.,. :� . . ....::� .:...:�. � . � � \�� � ��< � MATGHL I NE ' : ( �TEF� _.... . .. - - ; � - - - ;. ::: t :� __........ _..........: ' __.. _ ' - .. '. ■�■■�■■ ■■ ■ �■■� ■�■ ---- Ls� - ., : �� ::, ■■�■■ ■■�■■ ■ - --- ---'---- -1 - ->--- � 1 � I i '_ " _ i I [ ��-O° X 2�- �� ` \ f� _ ! f P OF � � � � � _ _ : I I � r Be M [�o0 3 ] - ; � : :' . 8a : � ii� � I � . Po +cer `� I ° � � x �o° FOOTI �:; m �: : ` � __..... ..I.... ----- ---- �.. ■ � � . , :� �' ' ` � I �' � I ` YWDOD � � 4 I ( � � ^ tV �� WALL � � .. €' , I:. W17H �J- � `; 0' :i� ` ' (V t O � I �i4'-O"� �Xi� I � �a.2.1 Q �: � STEP ( ; ( r-, _ €: � �9 EAGH WAY ° ; � �; �aC�TilwiG ( : ; >. � _.._ ........ .......... _, ,, AT i'-4" , -t • i i ►^�%�-L i _ � �t; . ( �C ( , , i f i + ' ! � � ST P 52" I � �1 � ° i � �9 � �T�P � � � _ „ . � ; � I � � ;t .... . ... .. : :... ..... . �:. ::_: ...._...::, � : �._p..............................�..._ � ( ( � IL2 ISOLATION I ` '` � ��� FOOTINC� .......... � 2X 8 / > ..... .. _ , , , .. .. i ..10INT � s �_� _..�:: _ , :.......... ........_, ...�.�: : .. _� ( � � I . (� i� <100'- I •4" I i i i , � 52.1 � _.... _:;::. '- �, SIMPG.�ON U STEP I s �N � $ � : � (�,_O„ ��O ^' HANC�ER 0( I I I I I I; � ' �P � ;S�P ING , I ,'� ( I FOOTIN6 STEP ! I �� n: f8a o) wa�� m I � � i i V�2" 150LATION ; s� - --�-- -�- -- -- STEP (.� SIMP`..�OIV W 6 � I!'O i :- ` :- J : JOINT CSLAB TO ; �D � HANGER S1 [. . ,' . I- �- - � BUILDINC�) I I" ' , I -' ' I O EAGH END � (� - � - - - _ - - - - - - . ....... .... ....... .. _.... ... _..�-�.� -� _' - - - - - ' —� fl - - � : - � p � ' ' ' � �— -- — — -- ----� .; , 1 ��`�'�.. � I . I 6 �I � � ' � �I ( ^ I ' �8�i'-10 I/ "� LqQ'-6 3/-4" WALL ` � � ..... .. ........ ..._ : s `- l (n _ � ' ^ ' : I I`� � 3�-r' s�+.. .........�.... , � �.i ; 0 � � � � 0 - g STEP I � g^ � I 8, ��' � �I _ � � � ,� � , t ;� .0.^..... . _.. . ., �, �_8�, � � �-8 � �_8,, i � ( I � d � H S� i 4 X I/� F � `�.i 0 �... } " I I�' GOLUM I �....i �..u,,... .. .. i � i � I ' I r-.a2.1 SIM N �(; � i!1 v Q� ( � � � i I q ::�.-��� HDUS � ` � 0".�.� {�y.�.��.,..M..�.,�....� ( I ( I I : � � � � u..�.> .................. .... : Tf�j �..:iOF . I I . �. � I s�.B , t ................ � i � i i ql'-b�� q5�_O., � I 4" SLAB�ON-GRADE TOP OF �-� � I TOP OF I � ' I ( I I/2" ISOLATION SL;A�} i; i i i � JOIIVT ( LA . � � WALp SLAB y,�,qL� � I ( ILD1�6) ___ 2 _ _(88'-O")_ _ HDUS I STE STEP I ? I i,� ( I I � - � �� � ! - ( � _ �..... -- ---- i � . , t. ( i � i i �..........,...,...........,.......�..... ----- ---------- ----- �. : � ;.. _ . _. .. .... �. . ... _ .. _ _ .. .. . . .. . .. . . . ... ... ... ... ... . . . . _.. _ _.. ... . - - - - - ; ; , �r�' � ... .i ._ i ������� _ ... _..,._. . _..._. . . V .. . .�� � L _ : � ' � - - "�\ .... . . �, . �.. .... ,...� � J _� � �"� ..� .,.� ..��� A �,..�.. .�. � ___ __ _________ �: �� _ ; 1 ..,. �:..�����..�...... ��. . � � � � : ; [AS o.° _ I.��-4°1 ... -o ] � ��°' . „ _ ... ...p..... ; [G4'-O ] � 3 HDU5 i � � I ( I � I � � � /' ( \` � `:�:...,. <: ; 'o FOOTINC-� �•� 0 �•� ��, � RE: SEGTION 6/52.� FOR I . : . . .. . .. STEP ' ' ` 52 � : ,. � �T ( ' ; - _....._.._......_ Y _ - , ;:...... ::::.:.::::: .:::::- ::...,.... _... . ......, .��-: ;:. :::.:. ` � -- , ,..��� I I ( USED WITH HOL DOWNS , ....... �.,..Fj;.. q� ��� � S ,, i ... , � ..: .r.... � � .. .... , .. D. ._.� ': �_... ...,.. . ._... ...,...� _.. ... :;: - ; �, � i��-ii v2i� 4�-� v2" � 3�-io° i�'-o° i8�-.4 qiib° .2i�-o° is�--r -riib° 6� o :.::::::.....- ,:, i4�-o° ��-ii v.�° �,� INDIGATED ON PLAN. � ' \���� 1 2 3 4 S 6 7 8 9 � ...,....\ _.....,.°\ '....��� ...�� t,U00D vl-IEAR UJALL SCNEDULE � \ � TYPE/SHEAR GAPAGITY SHEATHIiJ6 ►JAILIN6 AT 5TUD5 AT ADJOININ6 STUDS NOT AT ANGHOR BOLTS AT BLOGiGiNG/RIM TO BOTTOM PLATE TO FLOOR: � � O u, i�1 ��� i O I �l ��� 1 �l PANEL EDGES PANEL EDGES i�0i PANEI. EDGES FOUNDATION (E!) WALL PLATES GONNEGTION SHEATHING GONNEGTION `, �,,,�"°��\ '�� 15/3� PLYWOOD 8d NAILS ���^� , I/4°= I'-O" OA �60 LB/FT OTJE SIDE AT 6" O.G. �x �x AT �'-b" A35 OR LTP4 GLIP AT 2'-O" (2)=ROWS IOd NAILS AT 8" : OB 380 LB/FT �5/3� PLYWOOD 8d NAILS �X �X ��'2 � A35 OR LTP4 GLIP AT i'-4" (�)-ROWS IOd NAILS AT 6" / ONE SIDE AT 4" O.G. AT ,2'-O" /, OG 460 LB/FT 15/32 PLYWOOD 8d NAILS 3X �X ��� � A35 OR LTP4 GLIP AT b" (3)-ROWS IOd NAILS AT 6" ` ONE SIDE AT 3" O.G. AT I'-6" �, OD 640 LB/FT �5�� PLYWOOD 8d NAILS 3X .2X ��'2 m A35 OR LTP4 GLIP A7 8" (3)-ROWS IOd NAILS AT -4" ' '�, ONE SIDE AT �" O.G. AT i'-O" Q 15/3� PLYWOOD 8d TJAILS I/2"� 3 OE �i20 LB/FT gpTH SIDES RT 3" O.G. 3X �X AT 8" A35 OR LTP4 GLIP AT 8" (4)-ROWS IOd NAILS AT 3" .' I. ALL PLYWOOD PANEL EDC�ES SHALL BE BLOGiGED. BLOGiGING SHALL MATGH THE STUDS AT ADJOINING PAIVEL EDGES. �. NAIL SPAGIN6 AT 12" O.G. ALON6 INTERMEDIATE FRAMINC-� MEMBERS. 3. ALL EXT�RIOR WALLS SHALL BE TYPEOA SHEA�R WALLS UNLESS IVOTED OTHERWISE. 4. STAGGER ALL SHEATHItVG ,101NT AND SILL PLATE NAILING. 5. NAILS SHALL BE GOMMON OR GAL�/ANIZED BOX IN P�YWOOD SHEAR WALLS. 6. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSl1RE I SHEATHINC�. 7. EXTENT OF SHEAR WALL DETJOTED BY - • - • - • - • - 8. UNLE�✓-S GLOSER SPAGING IS NOTED IN FOUNDATION PLAN G. HOLDOWNS AS NOTED OIV PLANS AND INSTALLED PER 6/�a2.� 10. ItJ LIEU OF 3X PRAMING, DOUBLE 2X STUDS C-�LUED AND NAILED WITH (2)-ROWS OF Ibd NAILS AT 8" MAY BE USED AS A GONTRAGTORS ALTERNATE. �" MAXIMUM DEPRE5510N FOR POOL EDC-�E/ STONE GAP RE: ARGH 6" SLAB ON GRADE WITH RE I NFORG I 1VG RE: PLAN ON 4" GRAVEL BASE ; .. . . � � � . • . �.. .,' . ��; • . .. • . . '. , .. . . , �°O.QOo•°O,�Oo°O.DO'o ' : .': 8 g �•. �:.�C��o � :.�h�6,-.�t� �h�.¢. A:. • . � , �'-O,. #5 X � AT i'-b" ry � �� GLR. �5 X � AT I'-O" � m ��-o„ .. : . � ` 10.. 2 �� LR. PJ X GONTINUOUS �Xr4 iGEYWAY -#5 TOP -�5 AT I'-O" VERTIGAL EAGHFAGE -�6 AT b" HORIZONTAL EAGH FAGE / L �X4 fCEYINAY . ' ' S7RUGTURAL SI � • • RE: PLAN a�� ��: . . • . , •+ _ . a .. • • . . . , . a .: : �. ',a . . . � • 4 . �,' •'• • .'d�• . . . . . , a : . �� . �' . �oeoogo�oop.oeoo�,.o.sop.o�ao�,. �p• O o onpn;� t� o�p^; OAO on0;,� �Ro �n�;r �.flci on �\ ��. � ��, \ � �TOtJE GAP i: ARGH S� C T� 01�I. 1 3/4" = i'-O" -�5 GONTINUOUS AT i'-O" IRTIGAL AT 6" �RIZONTAt_ Q X Q AT I'-O" � m o° X3X3/8 rH 3�4°m x 4° fBEDMENT GHORS 2._�.. 4 iGEYWAY I/2" 150LATION- .�OI NT SLAB ON C'�RADE WITH �RE i NFORG i h16 f?E: PLAN ON 4" GRAVEL BASE e MATGHL I NE �.,`.�..�..�..�..� a TYP. S� C T� 01�1 2 3/4" = I'-O" 3" 'iGAL �. � ��� (4)-L5X5X3/8 � \ GOLUMN 3/4" X I'-O" X I'-O" • BASE PLATE WITH (4)-i/�"cD ANGHOR BOLTS I" StiIM AND 6ROUT o-'— .. . .� , ,• • . (3)-�4 TIES TOP (4)-�5 VERTIGAL �4 TIES AT i'-4" ��-o° x ��-o�. PI LASTER (4)-�5 X � ry 8" t►. ^ � � �o �n — �o 00 0� � N c..� � � . �r J � � � s�C � . � a Z � = r-. ti � eY- J � � °� V � � W _ � z O � � W O � t�` � U � • � U � � � . � U � � � Monroe & Newell Engineers, Inc. P.O. Box 1597 70 [3enchmark Noad. Suite ?.M Avon, C�loredo R1620 rnx �9�oi v�n9-aosa F.mail: avonng monrocneweU.com 1701 Wyn�oop Strcat. Suitt 200 Denver, Colorado 80202 (303> 623-a927 �AX (303) 623-lKi[)2 F.mnii: dcnvc�idmonnx:-ncwclLcom YO lfoz 2y5 619 Mnin Svee�, Sui�e a7 Friuo. Cotoredo SOa43 (970)668-3776 FnX (970) 668-3789 Emn�l: frisce�i5 monroe newetl.com � ����" � � "�'f„�i`'� f�°` 0 �i '�g T� r`'i o••�•�`� /. �<�' �'> �,x , / `�` '`, � . °"'� � a J j ����^�h �� � : ��,� ,r� \� ,� . � r . a---.._ _ --�..�__....- ' W � � W `� O 0 � Z � � W �� N u.� � C � � � p cWC cC Wm � O �°�oo � � W Q V .Q W w —� W _m�� 1'�� 111 � � � �_ O � � � PRO1E�1: #1606 DR�WN BY: JPS DATE: 6/16/08 REVISIONS: Q REVISION i0 B�ILDING- 8/11/08 PERMIi- fOUNDA110N PR06RESS SET 8/21/OB Q PRI�IN6 SEf 9/02/08 Q DE�KS/EXER(ISE ROOM 11/11/08 Q ADD BAY WINDOW 11/21/08 REMOVE O�N tORNER Q BUILDIN6 PERMfi 04/02/09 (OMMEN1S FOUNDATION PLANS • 1 2 3 4 I'-II i/�' 4'-4 1/2" 3'-10�� � i ( i i i C�i- C2)-3 • i I � ANGHc M - - - - � , I -� � (4" E i i OF 3�' `fl AND `. i ry AT L L - - - - � ; i . 'T� �; :: : _ _..' ._ .... _` I � I � I :.... .. ........ � � L2)-12" �/L � � RE � � �+.RGH � m vl��•/ ii,\ __ . � i7�� t�_iian �- K J G,7 � � 0 0 � � � QJ � 1 r 0 6 0 f 0 � 0 � � : h � � � �-- - - - 1 I/4" X 4" LONG i X 8" TALL BENT �✓- TEEL HAN6ER WITH (�)-3/4"Q� THRU BOLTS WELD i TO END OF STEEL BEAM / STEEL GOLUMN 3 H�v 4X4XI/4 GOLUMN � � J ,:; ` , _3�, 4 �� - i i ,-- - - - - - SIMP�„�ON W HANGER WITH €....._ ............................._. .. i i OFFSET TOP FLANGE UP ONLY EXTERIQR Sti�AR i WALL f}BOVE I ( I I I ( i � i I ( ;- - - - � ,- - -! 3X LED�ER WITH 3/4 'm EP XY AN HOR T I'-O" (4" MBEG�MENT) � � T P OF . f----p - - - - - i- �- - I i �� � i _ _ _ _ � � _ � i--�- � , .:;� � � � ( `\;'\ `o er � � , I I ,._'; , � � ( � I i � i I � � � I I � � � I I ( � � � I � � � � I ( ( �i``r � � , � � ( I ( �.� ' -' - -' - - MAT H i N G L � � ■�■■�■■�■■ ■a+�■■��■ �■■■ � � � BE I I ( PC i � i I ( � i � I I'—I I 1/�" SI MF'�.�ON—�, MIT HANGER \ l�" BGI/GO _ AT_I•-�4•' � EXTERIDR � ( WALL ABO�/E . • � � � 6 � �i ( I I/4" X 4" LON X 8" TALL BE T STEEL HANGEdZ WITH (,�)-3/4"4� TF'H?t) BpLTS Y��ELG TO END OF 51iEEL ?��_6�� WALL WITH STONE ABOVE 6.1 6.9 . � � I ( I I I II (4)-L5X5X3/8 i GOLUMN I I I I i I i ( (4)-L5X5X3/8 GOLUMN ��_6„ I GOLUMN � I I ( i I I i � 0 0 h � '� ; � � M.. J : � G,1 � � � � � � `.R WITH I ' �, - Y ' i �: �, � ry i'-O" \ � IEHT) I I �� � � _ . ._. . _ _..._.. ...,. .. ... ( � !.. ....... i i :... ::......#.. ....... . . . ... � ' ( F.2 _ - - - _ - i - - - _ - i - - - - - - - _ - _ - - - i - - - _ - _ � - - - r � � � � , � i i i � , � , i � _�__�______�___� s�.� � � � � I ( I � � � , ( ( l� �� 1� Ol�l � � fi��1'� � 1�1C� � �1�1 � � - - - � - - i/4"�i'-O" - - - - - - � - - - I - � � � RE: SI.OB FOR � � FR MIN6 NOTES i , ANL� SHEAR WALL I i(1 � �H��u�E , �1 � � � STEEL SNOP DRAUJINGcS� vl—�ALL ( T� E EN�CxINEER O� f�'EGORD BY � � � ( I I � � � , I I ( ( � � � , ( II ��-Y � � ... ' 0 .;; ..;� . - - - - - : ,. ' � r3)-' xt� � .�` ,,. : .. ......,...:�..,.... .._..., - - ; �: -- ' __ - - - ��� .,. ........ ...,...,�_,..�� ... : �-.____..._ �:_: . _.._...____i,_, C1 _...� ........................................... ; - - ....................:_..........-._.._.._...__....-........:......._.....-...._...._ - - - - ;...;....._;._......._ .......................... _... _............_. ;j ' :i i __._...___..... _ ............................._............_....._.......... __........ � ■ ■ � ■ ■ � ■ ■ ■ ■ � ;....._.._........_._ ............._ _.:.;. . _ .... ... :-�: ,< ; : ■■�■■�r■ ;: ;: :: ;: ;. .:: ING'� WALL � UP ; : ; : : i ;: € : : : ..._. .... ..___...- OPI� Y..._...... ..... �. ..: � � ' ` '• ; s : : :: ` ` ` MST48 MST4 ° ?; `< ' ' ` t ;: _..........._- � ;: ;: i UMN;� ' `----(3)_2X6 s: i : i : :.... ;, .. -..,...._._._.__._.....__... �A1�5.`.:::� ; : LL ABO�/E �: ; � I �:;:: ;.. �:::::r::: 53.0 � . MATG ( �■■�■� � � �n ...� �o �.n — �o 00 0� O ~ v ^ � . rr � o y v� '`� a°. � a Z � _ � � � J � � °, V � � Q W i H z O /�� J �� H W � 0 � r." � U i]., • �, � � � a� � ..� • � � � � � Monroe & Newell Engineers, Inc. P.O. &�n I597 70 6e�hmerk Road, Suite 206 Avon, Coiorndo Ri620 (970)949-7768 FAJS (970) 949>054 Finail: avon{�monroe-newcll.com 1701 Wyn koop Slrcal. Suite; 200 Ucn�cr, Colorado 80202 (303) 627-a92') PAX (303� 62� -b(�(12 Gmnil: dcnvc�,dmonn�c� • ll.com vo sox zys 619 Main Sveei, Sui[c wl Frisco. Colorado 80h43 (970) 668-3776 P/�X (970) 668�3789 Ema I triuc{dmi rcx neweli.com W � � W `� 0 0 � Z � O �� � W � 0 v .L } W � p aC cC W " m o �°�oo �°C � .� v .,r= � w � m � � �^ � � °� �� �0 � � PRQJE�T: #1606 DRAWN BY: JPS DATE: 6/16/08 REVISIONS: Q REVISION i0 B�IIDING� 8 jl 1/08 PERMii- f00NDA110N PROGRESS SE1 8/21/08 � PRICING SEi 9/02/08 Q DE[KS/EXERtISE R00M 11 Jl1/08 Q ADD B�V WINDOW 11/21/08 REMOVE OPEN LORNER Q BUIIDING PERM(i 04/02/09 fOMMENIS MAIN PLANS • � � . � � ry ( I � � SLAB ; EPI � � i � � ��`� ii � m u� � m '� 52.1 0 -� ONLY O .� '� � ( I ( � , - �. � �.. " .. �Q.. " .. _. . . __ i � i _ 4q �_... ,, . _ - - - _ -_.. _.., , _ - - _ __. ��.. __ � MATGHLINE - - - __..._+ �__ WIOX __� � ■�■■�■■�■■���■■��■�■■ �---- ----- ---J � � � BEAM <q -3 '> BE� ( PO�iGET 2 PO� i � i i EXTERIOR �� ��� TEiJSIi WALL ABOVE 53A ROD I i � I I ( I I I � 1 I � - - - - - --1 - - -� - �- - - - - - - � � � � I I I I i/4" STEEL SADDI � � � � WELD TO STEEL ( ( I GOLUMN I � I I I I � � � I I ( i � i i I I ( I i � I i � _ _ _ � � _ _� _ 1 _ _ _ _ _ _ � � � I i � i i I I li'-ii I/2�' 4'-4 I/2" i 3'-10" � 18'-4 G/Ih�� 1 2 3 4 UJOOD FRAMINC� NOTES: i. ALL iNOOD FRAMINC� JOISTS SHALL BE 12" BGI/90 TYPE J015T5 AS MANUFAGTURED BY BOISE GORPORATIOtJ. ALTERNATES SHALL HAVE EQUAL OR GREATER GAPAGITY AND SHALL BE REVIEWED BY THE ENC�INEER OF REGORD. �. "LVL" INDIGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BOISE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR 6REATER GAPAGITY AS L19TED IN THE STRUGTURAL 6ENERAL NOTES. 3. Q INDIGATES GOLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED ON PLANS. 4. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. 5. < > ItJDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 6. �- INDIGA7E5 70P OF STRUGTURAL FLOOR SHEATHING ELEVATION. '1. HEADERS SHALL BE (3)-:2X8 UNLE� NOTED OTH[�RWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 I/2" (3 I/2") WIDTH BY ADDING PLYWOOD SPAGERS AS REQUIRED. 8. ALL GOLUMNS DOWN SHALL BE (3) �X6 UNLE� NOTED OTHERW15E. RE: WALL PANELS FOR GOLUMN S1ZE5 UP. q. WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL. BE ADDED TO NOTED GOLUMN S�ZES A5 REQUIRED. 10. �INDIGATES INTERIOR BEARING WALL�✓-. FLOOR JOISTS BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. 11. ALL EXTERIOR YVALI.S SHALL BE GONSTRUGTED USIN6.2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FpR ADDITIONAL INFORMATIOTJ. EXTERIOR 5TUD5 GAN BE SPAGED AT I'-4" FROM LEVEL ONE TO GROUND LE�/EL (UNLESS 3X MEMBERS ARE REQUIRED BY SHEAR WALL SGHEDUI�E) �LOOR JOISTS SHALL AL16N OVER STUDS. 12. ALL BEAMBEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE GONNEGTORS UNLE55 NOTED OTHERW 15E. 13. RE: ARGHITEGTURAL DRAWINC-� FOR LOGATIOIV AND 51ZE OF RpUC'�H OPENINGS IN WOOD STUD WALLS. t4. RE� ARGHITEGTURAL DRAWINC�S FOR HANDRAIL AND STAIR FRAMIN6 DETAIL5. 15. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR 70 ROOF (IIVGLUDING RAtCE WALLS). I6. ALL FLOOR JOIST HAN6�2S SHALL BE SIMPSpN MIU OR MIT AT SPANS C-�REATER THAN 10'-O" AND SHAL,L BE SIMPSON IUT HANGERS A7 SPANS LESS THAN 10'-O" UNLESS NOTED OTHERWISE. ALL WOOD BEAM HANGERS r-✓HALL BE SIMl�.�ON HU (ALL NAIL HOLES FILLED) UNLESS NOTED OTHERWISE (PAGK STEEL BEAM WEBS). 11. EPX INDIGATES EMBED PLATE PER SGHEDULE SEGTION 1/�"-„z,2.0 1NI�X35 � SLAB <�iG �_���> H�5 4X� i/4 � l'_!�'�I:I1MN UP � i ..�..1 L �- I- i-T1-1:-1 � / �I� .� � <G "> 12' L L ��,. -� � � a �� 53.0 c, �4 bXb � s `: - � � ..... .. ry � ONLY -... � ;., .� ' . ......- .......... ...-._......:....... ..;. ... � ry :. � �..... v� % �Q ; :h � � _0: � � . :� � I GbX8.2 � : v � SLOPE AT �'-O" ;-� ; i ��- :F'� € iQ� : G6 8.2 3 . T 1J�ION ; c„s � BEA j�l4�i YVALL ABOV'� . ; [ / . �� )_ �:x`.i.i R �i� °_RIOR � �� L ABOVE i � (4)»L�X5X3/8-� ` � ( GOCl7MN I ' ` ` ` I I i .......................................................................................................... :...........5............ i..................................................................._....................... :..........,:;.. .., ._. .. . ... ... ... .... _,. ... ... _. �. .... ... ._ ._.. ... _. .... ... ... ... _.. ." '_ .... .... ... .... ,.. _, ._. _' ..' '_ "" '_ ". .,,.-. _. _.. ... ... ._... ... . i I i � (4)-L5X5X3/8 GOLUMN 15'-� i/16" L•�� i I I I �0� ............................. . .. . UP ��.� .......... ..... _..._ ............................_..... ---- (3)_2X6_ _ _ _ _._._.._� ALL ABOVE �X6 AT 1'-4" l3J-�xh <105' 6"> WALL ABOVE _ .......... ......._UF' � ONLY �_-.- __ -_ __ __� � STEEL FRAMINC� NOTES: I. <XXX'-XX"> INDIGATES TOP OF STEEL BEAM ELEVATION 2. SLAB ON METAL DEGiG SHALL BE 4 I/�" TO b" (TOTAL DEPTH) NORMAL WEIGHT GONGRETE ON i" -�O 6A6E METAL DEGIG (I.OG20). RE: PLAN FOR REINFORGIi�1C� REQUtREMENTS. 3. -�- INDIGATES TOP OF GONGRETE SLAB OIV METAL DEGiG Et�EVATION. 7 � MC 105'- TOP P�YY M� UP ON,LY ,.,. `..... � . \v� ��, � � �. �' UJOOD 51-�EAR UJALL SC�-IEDULE \ NAILING AT 5TUD5 AT ADJOININC� STUDS NOT AT ANGHOR BOLTS AT BLOGiGING/RIM TO BOTTOM PLATE TO FLOOR � TYPE/SHEAR GAPAGITY SHEATHItJG pANEL ED6E5 PANEL ED6ES f�0) PANEL ED6E5 FOUNDATION (8) WALL PLATES GONNEGTION SHEATHIN6 GONNEGTION O 260 LB/FT 15/32 PLYiNOOD 8d NAILS 2x �x ��� m A35 OR LTP4 GUP AT 2'-O" (2)-ROWS IOd NAILS AT 8" Q ONE SIDE AT 6" O.G. AT 2'-6" OB 380 LB/PT 15/32 PLYWOOD 8d NAILS 2X 2X ��2 � A35 OR LTP4 GUP AT i'-4" (�)=iZOWS IOd NAILS AT 6" ONE SIDE AT 4" O.G. AT �'-O" GO 460 LB/FT �5/32 PLYWOOD 8d NAILS 3X 2X ��'2 � A35 OR LTP4 GLIP AT 8" �3)�ROWS IOd NAILS AT 6" ONE SIDE AT 3" O.G. AT I'-6" O �0 LB�.f 15/32 PLYINOOD 8d NAILS 3X �X ��2 � A35 OR LTP4 GLIP AT 8" (3)'ROWS IOd NAI�S AT .4" ONE 51DE AT �" O.G. AT i'-O" EO �i20 LB/PT �5/3� PLYWOOD 8d NAI�S 3X 2X ��� � A35 OR l.TP4 GLIP AT 8" (4)-ROWS IOd NAIL9 AT 3" BOTH SIDES AT 3" O.G. AT 8" I. ALL PLYWOOD PAtVEL EDC�ES SHALL BE BLOGiGED. BLOGKING SHALL MATGH ThfE STUDS AT AD..IOiNING PANEL EDGES. .�, NAIL SPAGING AT 12" O.G. ALONC� INTERMEDIATE FRAMINC� MEMBERS. 3. ALL EXTERIOR WALLS SHALL BE TYPEOA SHEAR WALLS UNLESS NOTED OTHERWISE. 4. STA66EK? ALL SHEATHING .101NT AND SILL PLATE NAILING. 5. NAILS SHALL BE GOMMON OR 6ALVANIZED BOX IN PLYWDOD SHEAR WALLS. s 6. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE i SHEATHING. i. EXTENT OF SHEAR WALL DENOTED BY - • - • - • - • - 8. UNLE55 GLOSER SPAGING IS NOTED IN FOUNDATION PLAN 9. HOLDOWtJS AS NOTED ON PLANS AND INSTALLED PER 6/52.2 �O. IN LIEU OF 3X FRAMING, DOUBLE �X S7UD5 GLUED AND NAILED WITH (2)-ROWS OF 16d NAILS AT 8" MAY BE USED AS A GONTRAGTORS ALTERNATE. MATGHLINE � ■ ■ � ■ ■ � ■ ■ r� ^ � � �� � �p 0o a� O � v ^' r . �r �a � �. .oC „�i�s� t- o� z ^! � � r^� � �. � a � °� V � � Q W _ � z O /� J r�' v�, W 0 � r"' � U s�., . � � � U N � • ..-� � � � � c�s Monroe & Newell Engineers, Inc. P.O. Aon �sv� 70 B<nchm+vk R�ad, Suite 2P1 Avon, C:olorado R 1620 (9�0)949-77G8 E'AX (970) 949-4054 F.maii: evonng monroc-ncwell.com I701 Wynk oop Street, Suitc 200 Uenveq Colorado 80202 (303) 623�a92'7 PAX (3�3) 623-6lA2 8mttii: dcnvcr<q�monrur.-ncwcil.wm eo �ox zvs 6t9 Mnin Sueet, Suiie N7 �risco. Colorado 804A3 (9'70) 668-3�76 PAX (970) 668-3789 Emnil: fnsc�i monme-newell.com W � � W " 0 0 � z � O �.� �'� `i' `.�u C 7 � ? 0 .c� � p cWG cC . cG W°° � ° �°�oo �� a.�� Q � Q u- ,.� �' W -°°�' r`'- � � � I--- �_ O � � � PROJE(T: #�bOb DR�WN BY: 1PS DATE: b/16/08 REVISIONS: Q REVISION 10 BUIIDING� 8/11/08 PERMIT-fOUNDATION PROGRESS SET $/21/OS Q PRICING SEi 9/02/08 Q DECKS/EXER�ISE ROOM 11/11/08 Qs ADD BAY WINDOW 11/21/08 REMOVE OPEN (ORNER Q BUIlDIN6 PERMfi 04/02/09 fOMMENiS MAIN PLANS � ' , 1 2 3 4 I'-11 I/2 ' 4'-4 1/�" 3'-10.' i II'-II I/2" • � Fl�$:� 6.1 6,9 . 5'-O" _ 3 9 2�'-6" 54.0 C2)-SIMPSON ( LS�O GLIPS i i i 14" L�/L 'X 10'-O" SUB-FASGIA ' ' 14" LVL X 10'-O" 5UB-FASGIA ( I I 14" BGI/60 14" LVL WITH ItYVERTED I IUT HANGER i � i AT 2'-O" � INVERTED IUT i � i _ I i � ( �� � HANGER M 1 LEFT OF :..........................._.... _...., GRID G ONLY _ _ i - - - - - _ ._ _ _ __ ._ _. ..._... ... .__ . ._ . ...... .......... ... . _.._ ._ __ .............. _..... ._ __ _. _ _. _ ..... ......... ............ _... - - ; _ _ _ _ M . _ .. � I D i 6 i „ ry � � ��,....���,. ��, ��,..�\ � ; ..... — � — n.,e"�........v "YY'"'��� ' _......... _..........., ,; . �, _..... __. ....., __._ .. _ _. � . K � G.7 G � � � � ,......._... . ._ ........................ ._..._.._ ___..............._............._...._....................._......._................................ _..__..._...._ ___................................. .........._... ..,....... , ... ... ............... ... _............._................ ..........._....__ _...: 6 I/�° !1J' j I ; i � �_,.......�......... -__......_ .............._................._................._..._............................... _.._......._................................ � ;; � � � ; � � �' i i z ;.... .i .......................................................... ... .i�< Z � i :?- � ' t0 ` - - - - - - - - - --�; I i�_ ; i - _ � ii ? i i Z� - - - - --� ,.��/6L7— - � s _... _......_____ .............._......._..........._.. �.; : I � Q: I I Q. : I I I; Q. I � t� � l� ��-0�� x..._ . - -..........._...__ ....................:....._.... _._ _........., ;.._... ......._............ ..._. ..... . �.. .. _ ....... :... ........_ ..........._.... .. ...._.._._._.._.._......_...................... ......_, ................................................. j i j � I = J? O:; � I;I : Q I I:— � J ( rj � �. . ._. .; �: � 5 I '�I�. ...... ._�. I :_ � 1 : i � � 1 � I i i v-�` � t.. � � i a 1 i:V -� ��� 2X6 :� J � � ' ' � � S3. i i �..' .i. .... . . i i � .......... .' _'.: GOLUMN � i 54.0 O : � � � ...........� :.... : i ...., .. i ( ( I ,..... ;° ' II 3/4 ��� BGI/GO f' � i� i � � C2)-14" VL WITH � O � ,, � ' ° • �� ; ' ONLY i ::� ;�....,;V:- _ L2 -14" L ' L (� t4" L ' L INVERT D IUT HANGER � i q AT I'-4° � ....,,,;:`"»»»,,,� ( I � "i ,,' � �',- s �� � , p � �' dv i %..y EAGH E D � � <��' <�.:........_.. �::�� � A7 I'-�4 ` i ..r ; V r<. �: 6' � :'� `'\.�::a..� ,.;, I ,,,� g O LY i €;.,.``.�': :s's:� :� � � � � 1 r � 6 0 r 0 N � � � \ ry �' � � ... _ ....................................._.._......_........_.. .................................................. .. _... .. . <.: _. ....._.. � � . _; '...:.. � 2 .�.. �\. ...._.... __. . . .. , i' ' "' ��'"'i'�:....,..... . .. ... ...... . � ��. � _ - _ _ _ _ . _ __ _ _ _ _ __ .- __ _ _ _ _ : . . , � � ..................................... .._ ..� ... .-.{.. .....�.. ..:� I I i �.::::°:: ::r...°_.::..:: s �" : ...........................__.._., - HSS 3X3X1/4 i i r:......:......:.::..::::,::>.v............,. z ' ;' � �1m � HANGING : i i � �\ �'�U( i �. Q �; % GOLUMN � i : � I � ' p� I 5 `m '�� � � � t � Q �..- ........ .................................._, 0 i i 3� i <114! 8 3 4•�> rr.r4.0 UP I4.� BGI/60 ' J -� , �� ; � _.._. • .-- _. � B ARING WAL.L ABOVE � � ONLY _ _� � � AT I'-4" - - - � J ;� N � ; n1 - - - - - -- - J ib �y::::�r::::: � -- ----�--�--r- -- - - - -� - - - - - - I - - > I - - I - -� ,�;; X � '�' G X13 ^ SI �.�ON MST48 STRAP J J � m: i � :cic�x��.s : m �t '�') _ �dl i 53.0 � ; m, �D z FA�TENED TO BLOGiGITJE� ^ ^ - - q � : . ' _ \ �iTAc STI�INGER ' ; ; - ,�G i� a I N H E A R W. 4 L L A T J D ....:::. ......... .,:,:::.,.. ; - - ,� .. : �t � � � ° � � � �' ' OP O � � M 1riE�3° 1 TH WO _:: _ �� -: � -: � ; 's ; E• ; X; � p� y� p,tp:_ ...... `, \ � m :GI � I$ 3; �...: + � � T F i � , 1^tE PA.GiG ': �T.AiIR 5 ; IN R ; � : � : , �s GLASSm ��dl ; : ; � I ...__.._ ................_................,.,._.... ; � 54.0 � � . ,... ; � � i ; , ?: F ' ' ; ; ? ,_ ,.;_.._.. . . ; ; . . . . ; �: i :::::::- : ::::::: :::::::::: ::::: : :::::.:: ::::.>:::_ :::::::::: :::::::::_ ::_ . _ :: : ::::::-::::::_ _ _ :::::::::::: i . ._._........BE R- Ytt2�26 , , -- , O., :::.:::::::: :::::::.:.:..::::: �,:::; : . ...: .... �:: a:. _:. ::::::::::::::: (�:_:::__:;::_ :_::::;:_;:: :::::::;::.; x 2 Y3/ , ,. � �^#�- :,. ...Y£. . GLA55 �...._..._, ONi GOLUMN s i !_..._. i 53.0 ' - :::::::::::.::..:::::...::.:: _.... ; I.2 : : � ...._....X15.3 __ L N INC,� , : ` A D � ; � , i: ; ; `� ' � ' �: ;�' (3�-;2X12 : ;I _... i s ° ' (4 2�6 ' � y �R s€ H55 5X5X3X8 GOLUMN HSS 5X5X1/4 1/4";ST EL SADDLE i 3.0 ` ... IUT SIDE OF � � .. , ... srai S , = UP i � � .:..........: � • GOL MN € : LUt�1N r. .::.:.',.: '� ONLY � .___.._. HAN R I ?, 5s.i , : :._. ... � GIOX15 � i , W12X.26 i.: ;. i v G T� � WI4 ;D . ! : � . _.._ .............._. , . . . � _........._._.......__....._..._,......: �_.... m : . _...__..__...._ < ;: ; ; , : : ;.. ° ° ° ° ° � arA,� : r3j �xt, srue co�uMN ; : : � ;' : : s�.o . _.._._.., _�..a:: .. u o � ` ' ` � : xb AT I�-�F" B� IN ; W.4L : ` STRiN6�iZ ; Gbxl3 _. . ` ; � . . � WI4X22 fHIC'�H) O �. • 13J-18° LV� : ; , 'i G . ....:_:.. G 9 ; � ; . .. : -- --- - -- . : ' I -� - ..__.........__.... ........ , - - - - - - ._. ._._._._._._. . . . . ..� - - __ _.. _ _.. _.. - - �3)-l2" L�/L ;, : . : .: - - - - : 1�1 .: :.................................... .............................:.....::.................: .....:.. . i € _ .............................._.___.._........................�3),-2X12............................_..........._... : 12X35 (LOW) � ; ' B 4 BEA INC� W _......._ ..............__..._._._.._._.___..............�..............._..._..._.......__._.__......_....................... ,.......... ... . <114'-0,�� � 14" � GI b � , ' _. : � �-,�4,� LL A VE �� H5 4 XI/4 I �: � � :� � � i/4" STEE ��4" ST EL �DLE i i€�Q GOLU (GENTER � � � � i ( H55 5X5X�/8 GMST14 X 6'-O"i � �3)-2X6 i EN[a PLAT 1^1ELD T STEEL BEAM p' (' � Ji i:� Q UN ER Wt,2X26) � � � GOLUMN GOLUMN P y��T C2)-3 4" cV � " d t�� i W �p , �: I � (4)-2X6 � � GMSTI X 6'-O" Q, i i I- J 8 8 �` 0 0 TH BOL S � E� ARGH. GOLUMN 1�OWN TO LUM / STRA -�� ��X J X i� i� i 54A i . : : � � � BEar� ; � � � s�a.i sa.i � �t � �t : � i i 3 -) 3 - � I ° �u �i��Q� :.............. . .. V V J� AT I'-4" � � WI�X'76 GONT. � � i I 14 -�� i 0 G6XI3 I ( U 14'-O"> i TOP OF �� VERIFY SLIDING DOORS ' k I PLYWOOD I m�t ; � i i ARE ABLE TO AGGOMMODATE ' m (4)-L5X5X3/8 UP TO I" DEFLEGTION VERTIGAL i i i � v �; (3) 2Xb GO UMN Q ;�p ' �: GM TI-4 X 6'-O" J: ': UP (4) 2X6 GOLUMN AND OUT-OF-PLANE HORIZONTAL � - 5 I S�� ( � 5T P = G LU�F%IN DO N � uP '�I �� e�v o ry: ' m m � � ' _.._ ...................... ar i���� � -: > - - ;_ ... -: :::... ._ ._ _. .. . _. _ , ( I � oH 'Y : � : : ' � ; ,; x x ; , _ _. .. .. .._ . .. .. ..., , ; � ;-.j� ; I � � �X DEGiGiNG �'' : ^ : li � m 13� � � , � I I � ; � � � : 53. �' ^� � ' ..��� �� . .. .. . . � � ;; ' .. . . .. . . .� .. J .. . . .. ; . � . . . . . . .... � , . _ .. � .. .. .. . ao �cc ° . . ...,.._.......__.._...._.. . . . . - .. � .. . . � ...._.... .._....._...... , ., ... .._._.._...._ ........... ...... .... .. .. ... .. .... ....._._. ...... . ........ .. � .. . ..��� . I 1 ._......_ ..................... ............ .. ,,............__..... :: . . .............. „, "" . . c �� \ ;"'. � � ;.. , � , . . , , r .. . . ..... . . t � ��..o.�� � (ip \ \ . . ._ ... .. \ �.... . . . . . _.: ' .. " . . . . . x . � . . .. . \ G6 ' � ; i .�. , .� � ; ,.. ` _ ,.:....._ .._._..... ,���, � � �: 54.I ;i ' . ; : , w._..�. ° �. ..,..�� �� ONLY : . ., • i __ ..............._.... ;` � %�- _ .:.._. : : ,,,.,,...�.��, . , . G6X13 :: AT I 4 Q �� .., . ;.k: �:__..._.......__'`�� __ . . UJ I � , .., : ,. .� ;: ( ...., � ,; l . ; ' . ; ,��°l ' : , � . ��`` \ � I--- - - - - - - - - -- - - - - - - - - - - - - - - - - - - .. ....................... �. .. .. .c°� � — — —' I ; — — — — -� — — ..� — � � �3� 2X . . . , ..._.,.... . .���� i C2�-L2" LuL ° . � i : ; ....................... .............. . ' I ' ; , . ' � . - - - - - — . ���� ' � ; : ;.:.... .. :_. G._.9 .... _.:.; ; - - - - - - - - - - � - - � - - - - - - - - - ., w \� \...o � • .av.o•°a . . : . .(. ................. . .. ........._..................................._.... . . ..... � \ : : : ......... ......................_................ ... .......... . ......1.... . ..........................--........... .... . .. I � �\� ac\\o."c ; ; . ._ ........... ..:.::._.._.. \�,,,....°.,��. �.....,.,,.. ,,,.. __.__ ; : , ,...... : ,�� _ ...... ............:..� : �� � ���... ,.......,... . : ; ; ° : � � Q � � ' ....... ......__...._.._._.._............... _....... . MST48 MST48 : ; : ; i3) ,2X6 �O UMN ; • � I.._......._....... • �,% _ ................. l� : t ; : . ; : . ' _. ;......._..._.._....._ . ...............:..; : UP. (4)-2X6 I ; 4r`. ; : _..._......_.._...._ ........................................: : ... ....., : . ; . ' s GOLUMN �OW1V: i -- ..............._................ i ..,.... I : : . �� � q ; : ,. : :... ... . _ . ...... ... . . .r (Z BG / O ; : ; >.....:... .. :.... . . : I ':. � : i . . ' � F� . ; . _ .� .. ; r.. ;J. Yi i � i � i :; AT i-4 I S3A : :............................. ..._.;.: .. I � I � i� I ' ' - . : :.........................................i..; ;' I i: [ 1 I ?; Q; � � � � ` ' STAIRS ' ( I , ;. , .. .. s . . : . . :.................... ..... ...: 1 , . ; . ; ' I . , � I � � .53A i 1 i i :: ; ; n : . ... i � i i _ ................... �. . . _. I � I t ;; ? i 5 I " LV STUDS i . ° ' i i , s ' ., ;; : , . , : .• ; _ ............._........._......._.........................J...... . � ' ` ` �2 t� ; : ; f � . , � ..............................................................................._....-.--......_......_.........................._........__._.............1..............................................._._................................................._..... . : . : '. : ;' i�; ATI i'_O„ ALONG_ I _ ......................._..................._...... ._ ...._.......__.._ .....__.._._....__......_.,..___......_......_..._ . ................._ ____..........................._.............__ ._.:_....._. - - - _.. - - - - - - - .�.._..�...._.._ ..�.._.... _.. .. �. .�.....�... �. .�..._�r�__._ ......�...�.. ..�.�...._�...�.�.:_:�.... � ;' i F G . �. GRl D 3 AN S G D i� ; . ,_ .... .......<..__.....: ..._... _ ......�.__ ...... . ...... . ....__.... .. - l� L�/L _ . . __ .. � ._ .. . _. .. L �✓- A STA I R . . . .. .. ............ ....<...........;...........:.. ..... .. . C2� _. _ . .. ... _ .. . _ _. _ _. .. . .. .. . .. _ _ _. . . .. .. . .. _. . . . ... . .. _ _ . . . .. _. .. _ .. . . . .... . -Y . . . ... ... ;. < , �. ; __ :.. • ; € ` s �[ € s � ' _ ............... . „ x p : ; l3� 2� � € : � ; ;.... _...... __........ _ .................._._., �3) 5 I/2 LVL . :._ .:.... ......................_. . _....._. � I GO�NTINUQUS � � G�LUMN ; : , � O n _ � J;- i ;, I.. ; X _. . I " I / iGl 6 STU Q � �: �is�' ( � -� I _ � _ Q � �� : "` -►:� ' i \ ry i i% ( � : IMP�..�ON 3 X W O-� :. ....._:.._..`�',.�TAI...._c'..7 .:............ s..; . ` � J I I: I t� %. i HUG HAN6ER � : �;l � F- Q. ;� ...- ..__._.�.. ....._, _......,..__... N� ::::::i `�_ m ' i i="'--EXTERIOR WAL ' I . ,� �( . . . .� - U � i i(� ABOVE � � � r ... ..._.:..; . °,� ? � ' 12,�I BGI/GO O LY ( .., � 6 -_ .: ^ I I :: '�-...... 1 � 2X12 AT •t� ; ry , O , :: � . �,. : : _ / - _ ........................................... ............ ..... I : ` : [ : i ' ................ _.........._................................._...._..... . . J ` ` ` >:i � = AT� I' 4' -. � � : : _� _ � i ' ; ,: , ' , ; _ ................ ,. ; € < ................_....... :`` ' ; : ; ;.... ..... . ::: . ......... ......._..,..._......:...._.._.<............;......_...�......... :. ...._.. ; : � �3� 5 I/� LVL .. ... _..... ._ __ _ _. __ ... ... ... .._.._ __._._.._.._......__ .........................._..____...._.... - - - - - . ..........:....-...-:.....=_.-...-�...-.... ......' - ' - - - - - - - - - - - - - - - - - - - c Tir�u us ,.:.... ,.__...._ ................................. : \ - - - - - � , 2 :.. :.. ...............................:.............: : :... ;..: : i - - - - -�� ` _ _._ - - - - - - - - - - - - � _ 54.1 � � i ._._._� ._ _ _ , , �-�-�-�-�-�-�- � � � ����� O 2X6 AT I'-4" • � _...._.._....._...._._...._......._..._.__..._.___...._.._.. _..: BEARING WALL G6 13 s: � � � � .............._.._......_ .... _.. .. . . .f. _ __. I � r;: E � � � 13'-O 3/16" (4) �X6 cQ f I I I � D• GO UMN �i/4 GOLUMN ry�' ( ( ( I G6X8.� 53.0 � �_�: AT I'-4" i i i I - - - - I - ' - - ' - �p - - - - - 4 -I - - - X - X - - � - - �- - - - - - - �- i I � t ONLY - - - � ( i UP � � i i i i i � 53.0 ONLY I � Up �� I � v 2X DEGiGINQ� I I I I I ( I OPEN / ONLY T" � IOG'-G.� 8 i i i . X i i i ��''�� : UP �' TO OF 53A '' �3 I ( I ' I ( 3 6 PL WDOD ONLY Q ( � � G6 13 53p i i i � � � 0 STEEL SNOP DRAUJINC3 SHALL , - - - - - - - t - - - - - - - - - - - - - � - - $�t' �Bi��' �' E-E.� -F�f� -�:E���-I-E-tl� ��' -�j o I� I : �?w GbXi3 �P ' I^ ' ' TNE ENGzINEER OF REC RD_ I � i � i j:�-� ONLY .: ._... W O G� D I i � MST4 ' J� J I (4) 2X6 • � E DEGiG ( ( ;�� Q. i � GOLUMN I � � GbXB m� Q. i i 6: PROV I DE � I MP�.�ON � � � � AT I '-4 ' IL � O � � I � END D ST �PS EAGH � � � � 2 � � � � f `r1' � 1�. � � / , I m 6= i i i �- � SHEAR W�qLL.SO I/4� =1'-O" � .2X DEGKINC-� X SIMP�„�ON LSTA 36 '�' UP i� W F � i � i U `� EAGH END OF � _ ON�.Y � � � ( � Q _ � � ` F— � � (� � ( I ( � , i HEADER TO TOP ` ( I � _ ...... ._ ... .. .. ... .. ... ... ...._ __ ... . _. ._ __ _ .._ ._ _. .. .. ._ ... ._ .... _ . � 13 PLATES � i i �.Q, _ . Q � Q � [:: � I � 'i�� I ONGR T �.Z��� ..����� . i � 53.0 � � J UP O '\,r,l.[;���/��F� \G..\ ..\\\E7'�5 O \�°�,l�lF�G. .. ,...�,, �\\ `'r , i i \ ." �,., .� ; � .�\. ����,......� �'��:': �..•� \ � J I ONLY I °\� INDIGATES SOD ROOF (5" MAXIMUM SpIL DEPThF � � MST4 � � � (3) �X6 GOLUMN � ,� 6 .:��...�� �� � ,.,.��,��.,\�� .,..��.,��..��.� � �� .�� � . �;;.�� I '�� � �""'°��\��°°RE:\\5�°.�B\POR SHEAR\�i%iALL SGHED L�\�.ND FRAMIN��NOTESI � � GhXl3 � � � � i i ��.,.��,..����� I i� � � i�� UP, (4) �X6 ( GOLUMN pOWN I I i ��' � i Q i � 51MP5pN MST48i i � i I I W H 4 I 4 E T R A P � ` � X4 / 53A UP S � � WOOD i; MST48 i i m GOLUMN � ONL I ( �.O ( � ` ( DEGK : : r , ' i i MST48 `•. I � � � i � -� ` i � i ' � � • s ; � � I I . ___........_ ....................................1.a . I I : . , .......................................... . . . � > .................. ..................................................... ... — — — — — — — — . , .. i ......................_..._......................................._.........__.............................. _ : — — — . .._.. � _ ' �`� — , : — i : . '. '_ — — — — — =� — :.. .. i._, MATGHLINE - - - - - - - - _ -- - _ _ _ � :•- • •• • . '• .� .,. ..:•'� : a : >�_�• .. • ., ...•:�,:::':� j ::� r � MATGHLINE ,: : € _._........._. _.._._. , ;; ' ' '• .:,:.�;�•:•.:":.<. .. �...:.:•.;�i. ■�■■�■■�■■ ■ �■■� ■�■■ -` ' ' ' r"""�"� _ (OG'-5 I/,2" •-•`:..y:.... y:. .. r . > � , � ■ ■ �r� ■ ■ � ■ ■ ■ ■ � ■ i� ■ ■ � ■ ■ �� ■ ■ � ■ ■ � ■ ■ � ■ ■ �� ■ ■ � ■ ■ � ■ ■ � ■ ■ I : .', :` � `• . . . ... . .. . .. .. �� , ' � € I I I +. � . . � . .. . . � � ,. ..,.�,. I , TOP OF ' J•,^'.. , • :,,; '' t';'::i ;` . .. . � . .. ., . � �`�� )•., '•'%�1.. I �; . ., :'... ', PLYWO I �'�F,,.° ..,.•,,...,: �• ,; _ ............ . � � I ( I •.... .. . ., ':.;,:� ' � � � STUB �E�R I rlG � , 54.0 � � ,�.. .... . . . ' .'..�:i..4r k1' _:.: .. „ :� �:.t.: J 1 Hif\�.�... �/E' .., : .: , • �.: .. . ., ,. , J ,,.. I � I I •..` • .�., ��„`;.�i :a ::. .................. .. . .. ...... '. � za .ra>< i t� �� � . . ,^\�. % 53.0 . .. •.: . .: . . . . . ; . .. .;•:.:•:., •.. -.k;..�,.. ;;$„� 15'-10 IL2,,: .... .: . ; GA ^. ..s.�..•... .� .•..•..:':�k_:>i.:.:��� .'�:. . ...... • y��.y A . :� .. .. . ., .. ............. ............ .. .... � . .. ...... . . .lT. ' �`.� ' . . , • - .� ''��'.i.. • T•�C:7'~.-�,,:^;) i t,�i � _... ��� . � ..r .. 6X6 GO�.UMN � �:,:,;: ;'":�'`.S�Y`hI`�, �� J TOP OF � . ,. � ,.. l�> ciD - � A'C' i• i � , . . . �. �� . . _. ,' � ._ I i � . PI YWn(?n "� � � �r, .,,.� �O �.n — �o 00 0� O ~ v r"' r�► . � � o � � �s � �- o� Z ~ _r�+. � , �. J o � O� � V � � Q W _ V) Z O � J !� � W O W ^ � v s�.. • � U � � . r, • � � � � c�i Monroe & Newell I:ngineers, Inc. RO. Bon 1597 70 Ucnchmark Rosd, Suiic 2(W A�on, Colrn�ado S 1620 FAX (9 0) 949-4054 Emnil: avoM�monroo-newcq.com 1701 wynkiwp Sveet. Suitc 200 bc vcr, ColornJo 802U2 303)623-4927 i�AX 303) 623-6602 Fmuii: denver@monr«-newell.com PU Uon 2Y5 619 Main Strcct, Suilc p7 t�Yi� C Inrado RM43 990)GCR-7776 t�nx 9�0> ves-3�a9 F.ma )� friuc�y� o newell.com ; _. -a; ,, �., , , � � � „ w a��..�, �'' F f � _ �.� s�Y � 6 � � � _,.� � ��i .s� � r'`;' � � p r°r : t a � ', (i ��. ii' q e r� : �.� ��r�o.>" � ''� �. }` ` �`n'� ��^�, ,"�' �.� L.,3j g-a p^�,j�i„��/ . t..r �...}� „- � U � W " � Q � Z � O �� `� W � 0 � Q v l � n � i�i� .� m V � � � °C p O � W = V � W Q .Q �.+- W ---T W - °° � ' � � � � � � O � � � PRO�E�i: #1 b06 DRGWN BY: JPS DA1E: 6/16/08 REVISIONS: Q REVISION i0 BUILDING 8/11/08 PfRMl1� fOUNDdiION PROGRESS SET 8/2]/08 Q PRICING SEi 9/02/08 Q DE�KS/EXER(ISE ROOM 11/l1/08 Qs ADDBAYWINDOW 11/21/08 REMOVE OPEN �ORNER Q BUIIDING PERMII 04/02/09 fOMMENiS UPPER PLANS • � �� � � � � � ry �' d1 � h I I I _ _ L_ � i UP � � i i i I � ONLY I i � i uP �� 53.0 ( l} � �X DEUGINQ, I � I I ( ONLY t- [t) IOG'-G" 8 i i i X I � I OPEN ::,;,,\ d3 � TO OF 53A ; i. i f ONLY � 0 PL YJOOD 13 I I I I� � G6 13 5 3. 0 i � i I , � , 0 STEEL SI�-IOP DRAUJINC� SNALL , - - - - - - - - - - - - - - - - - - - - - � - - � -�1' S�rSP�-f-� � E-e -�@i� -i�E���l-�t,� -�-�' -�j � (� � �?W G6X13 �P ' i ' ' TNE ENGcINEER OF REC RD_ I `� I I MST4 I �; J 3� ONLY ( (4j 2X6 • l E D�iG I � � I ; 6� d i � GOLUMN I i i G6X8 ^ J d i � 6: FpROVIDE � IMF'�„�ON � � ry AT I'-4 ' LL, FO � i � MST60 ST APS EAGH � � � � � � � � M � � � � � � m 6: i i I �� END OF T PE O I/4 = I'-O" I I�X DEGfGiNG X SIMF'�',�ON LSTA 36 �f' �F' i i►►� � :� � SHEAR Wi�LLS i i i � i� � EAGH END OF �-_' ONLY i�� ( � Q � I I I I �.�`' HEADER TO TOP : � i � ;: I I � � _ _ _ __ _ _ � 13 PLATES i i _..RE Q i Q � „ i.. �.. .;�� \��f� A� �GONG /STONE ��\\G'�t��� I � �J' 3.� � � j� � °°oC���� °..o°�\� \ .� � �.°• � o..�\ ...�V """` ...����•.�� � � � I I � . � ` v �� �,.�. -j ONLY Q . ��� �°' .... � �,���� .,.����"., ��,..'.. ,, `,,,.°., ._ _ .. \\..� , MST4 i i �, ( �\`� �NDIGATES 50D ROOF (5" MAXIMUMI501L DEPt1-f). � 6 � � � � �3� �X6 GOLUMN � .: \,.�� �,.�� � ."�o. � � � ,..��.., � ��.. ��� Q\.,.��.�..:�� I I � � � ��"°,°����,,,..RE:\SI�B POR SHEAR\V�<aLL SGHE\ L��AND FRAMINGY�(OTES � ��� � � � G6X13 i i � UP, (4) ,2Xb , � � � GOLUMN DOWN I i ��,��',�.�,.. I � ��� i i Q i � SIMP�.�ON MST481 i � i �`� i y.��p j M S T 4 8 i� W Hr'�' S 4X4 I/4 53A UP ` �: E STRAP � i � m GOLUMN � ONL �,:- ( 5 4A I i �\ DEGiG : ' ( i i MST48 . ' , I ,: i .: i � i i � • � : i i ............_..__._._...- I� I • _..__.....__ ............._ _......_.............._..... _.............._......_............................................ - - - - - - - - ___.._ ........................................... - - - - - - - - - - - � - - - - - - - - - - - :... ,.. ., ,. . . - .,. W _.. - - ... . , .. . .;> MATGHLIN�- ,.,• •. • .��-�..�::':..;... . • . .. . .� .:�>.:�....,.� >:S: ,., �� ..................... , . . .. � , �: ,,,, ..; •. . .. ...: ... y. .. r �.� � .. .. �:;'• J i" _ ; ' .._ .. ... . . . ... . . .. .... .. t , . ■�■■�■■�■■ ��■■��Y■�■■ _ .............._ 10�i-5 I/� ........... . ..:...:•..•.., ,.:,.•,.•,•'; � ■ �� ■�■■ ■■ • ■ .. , , . ... .... . ■ I � i I :. e., . � _._ .... ......._._.._.._._ , � ■ � [� � ■ ��■ �■■ . _ . .r ., , ....... ,. . -•: TOP OF • _1....:�.. .,.:. • )�{,� ''�r!(„ :j •� � .... e ( �,� ,,�,...:.�•. . PLYWO �i 4 ,.; _.•:':.'•.;,��• � S'TU c9�RING __.._ ............... :I •• :.., ,: ` . �.Y ,.. � ( � . ...,.... • . .. • �.: .: .:j, .1 I� . .: .• I I I r, .y \ E ., .. °� . , . ,. . • . ..•c:,.� >: . . r. � .. ... .. .. • : _.y ... . • �•.`.i::.r:•►::'� 1 � 'wiAB v� v > . 't . . � : . . ; .. ......... ..........._..._..._..... _.. . A\�` .,. -. . . . . : �. .; € . .. . , ... , . I i , . .. . .. . ...:.....• . . . � � • . • ;;.....,.. ,a; .. w..iw, � ._. � .ra{. ! .......r:._... . . .. . . i I 1 � �, . . .. . • c, ..._ 4,+< _. ..__..... . . � � � � � 53A . �. • •. , .. . . . ... . ., ,, � , 5 / � • _ .-.��: � . . . �. • •.:.�.:.. i:' t�':�Y �.1�; .. � 2 Gw . .� y.....':�� . .. �'. � �L.. •f ` �f J'� � . . . '; :. ..i� .. ... . . ......................... . ... . . ......... .. ' ` . . . ...... .. w.. ��'�''{ • . �,y,�- : ••.�; .:,,°.L•'Z•;;�:f�'�"`�';�'.: t�- A"P,. �1/ TOP OF \� _ • `...... .. .... I ( . . . < X MN .• . .•.. , . . . v.....,:t^..,.:� i , ; , O � _ . __._ _....._ .a � J 6 6 GOLU : .,,� : �, :• ..7?.�,.,1.`.�.... ,. ,. �;: , � �i0 : , = J ; �} � � : � i � i i AUGN WITH 15 � . .. ;,..::�=:-•.; .• .�...:: :. x. -�. .� m �„ � O � J PLYWOOD - � ,. . .. . . . . . .. ..: ..-. : TENSION ROD 53A � ,• .. . . . � -r _ - �, .�.. . .. . . ... ..... . . ,.. ,. . . �..., , .... .... ... .. ' . : ..:;. . , : .• . ...:. .: I J I /q ,`\ 1 � . ., •. ... >•: '..:..%;,, ,,, , , ,,,,,,,•.., ., �:.• _ . � �.� ., .. . .,,, ,. ._� . . O�i I Q � I I I I ,: . _� - ,�. ,�..�., � _ �,, O . BELOW �: ;. ,. +T� � � � I i � i i � `,:•� v r` . •:: �� i C7P �F ` ' jg . ;:•.. ..: . : .. . i , ..: . . ......... .. . . . .. . . . . � W ..: ,: ... ... . � ...:.•-•: .•. . ,. •.� .�., , � . .. . ......... . . �•., ., . .. ... . y .. . . . . �, : " ' � '�'' ;°.L�E_:; ' r � � p � . .. .:.. L1'YV�O�C� � � �• . M •.,. �, , ....._.,......... ............ _�..: ..... ,._... ......... :. ....... t�. _ BGi�. ►xt1 I ' � - - - - ( - - - - �- - - - - - - - - - __ ._.. -.. _ - -..... - - - - - . . �.�. �� ; t, ' <F�usH> _.......�:.... ; �r� a_ :, h i � i i B i : Hss 4�x�i4 ; : _ ........................ ...... ...: m ,, ., ; I - : , , GOLUMN ,. : : O � 3 �X6 STUDS AT : ' i : ; > .... ............................. ..... ......... ...< : I � i i I 54.1 I'-O" AT STAIR :; ; (V WALLS ` ; i ` I I I _... .. i �'� 6X6 GOLUMN � ; �f ;' `iX : ALIGN WITH r ............................... .....................� �I ;: � � i i TENSION ROD -� ; - .^ � BELOW I , . . ....................... .. .. � fi , '� J i � i i I �i-12 L�/�F i> ..................................... .._.............; i O� , � BLOGIGIN6 � � _ � I I � � �' � Q � .� .. .. . � .. .�. I � I I ' Q� � ; � � O:I ry � I ( I I :' ^ .. . .. . . . I . I � I I � ' ll.l ` _ _ _ rI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : .... ..� . ........... .......i.. . � � _' - _ _ _ _ " _ . . . . . ...... . . .. .. ... .. .................. ..... . _ I ..�.. .. . . .................................. � � ( ; r I :. • .- ...--� ..... . ................... . . . {3i �.. .� .. . . . . i i i _ D , ' �' � � i i O / i I ( I I � � � � i I i I i i � i i I 54.0 I / i I I I ( I I i I I `' 11'-ti I/2�' �4'^4 1/�" i 3'-10" I 18'-4 9/Ib" 15'--T �7/16" 6'_p'• 14•-Q'• 7'-il I/,2" i � 1 2 3 4 5 6 7 ; � 9 ROOF FRAMINC� NOTES: I. ROOF SHEATHINC� SHALL. BE 5/8" (40/20 SPAN RATING). STAGGER PANEL END JDINTS AND FASTEN WITH IOd tJAILS AT b" MAXIMUM ALL EDC�ES AND I'-O" MAXIMUM OTHER SUPPORTS. 2. 'RE: .4RGHITEGT FOR'�ROOF SLOPES AND BEA�f21tJ6 PLATE HEI6HTS NOT NOTED. 3. ALL HEAD�RS SHALL BE (3)-2X8 UNLESS OTH�RWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 5 I/2" WIDTH BY ADDIN6 PLYWOOD SHIMS AS REQUIRED. 4. AL.L HEADERS LONGER THAN b'-O" SHALL REQU�RE TWO TRIM STUD✓ AND TWO �GIN6 STUDS EAGH SIDE. 5. ALL JOIST HANC,-�ER✓ ✓HALL BE SIMP�,�ON LSSU TYPE UNLE55 NOTED OTHERWISE. 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM SHALL USE SIMP�,�ON PLATE GONNEGTORS UNLESS NOTED OTHERWISE ON DETAILS. '1. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM FLOOR TO ROOF (INGLUDING RAiGE WALLS). 8. ALL ROOF _IOISTS SHALL BE ALIGNED WITH WALL STUDS BELOW. q. < > INDIGATE�✓- TOP OF ROOF BEAM OR 70P OF PLATE HE16HT. 10. RE: ARGHITEGT FOR GHIMNEY SIZES AAID LOGATIONS NOT NOTED OtV STRUGTURAL PLAIVS. Ii. OVER FRAMINC� SHALL BE �X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN TRU�ES ON A GRID NOT TO EXGEED �'-O" X�'-O" (4 FT-2). L�. RE� ARGHITEGTURAL DRAWINGS FOR ALI. OVERFLOW SGUPPER LOGATIONS. 13. ALL GOLUMNS SHALL BE (3) 2X6 UNLES�'a OTHERWISE NOTED. 14. 0 INDIGA7E5 LOGATION OF SOLAR PANELS. WEIGHT SHALL NOT EXGEED 20psF. 15. AT SOD ROOF ALL JOIST HAIVGERS SHALL BE SIMPSON MIU OR MIT U.N.O. AT ALL OTHER ROOFS, ,.1015T HANGERS SHALL BE SIMF'�30N ITT OR IUT U.N.O. ALL WOOD BEAM HAtJGERS SHALL BE SIMP50N HU CALL NAIL HOLES FILLED U.N.O. UJOOD FRAMINC� NOTES: I. ALL YJOOD FRAMING JOISTS SHALL BE 12" BGI/q0 TYPE .lOISTS AS MANUFAGTURED BY BOISE GORPORATION, ALTERNATES SHALL HA�/E EQUAL OR CtiREATER GAPAGITY AND SHALL BE RE�/IEWED BY THE ENGINEER OF REGORD. 2. "LVL" �NDIGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BOISE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR C�REATER GAPAGITY AS LISTED IN THE �✓-TRUGTURAL C�ENERAL NOTES. 3. "V.S." INDIGATES VERSA-STUD MEMBER, AS MANUFAGTURED BY BOISE GORPORATION. FG PARALLEL = 3000ps1, E=1."7X IOE'p9i, Fb=�-400 psi. ALTERNATES SHALL HAVE THE SAME OR GREATER GAPAG i T i ES. 4. Q INDIGATES GOLUMN DOWN ONLY. MULTIPLE .2X FRAMIN6 NOTED ON PLANS. 5. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON GONGRETE YVALL OR FOOTIIVG BELOW, OR IT IS LABELED UP ONLY. 6. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE NEIGHT ELE�/ATION ?, �- INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING ELEVATION. 8. hIEADERS SHALL BE (3) �X8 UNLESS NOTED OTHERWISE. A�L HEADERS SHALL BE BIJILT OUT TO 5 I/2" �3 I/�") WIDTH BY ADDINC� PLYWOOD SPAGERS AS REQUIRED. q, ALL GOLUMNS DOWN SHALL BE (3) 2X6 UNLESS NOTED OTHERWISE. RE� WALL PANELS FOR GOLUMN 51ZE5 UP. IO. WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED GOLUMN SIZES AS REQUIRED. II. �ItJDIGATES INTERIOF? BEARING WALLS. FLOOR ,1015T5 BEARINC-� LOGATIONS SHALL LINE UP WITH STUDS BELOW. I�. ALI. EXTERIOR WALLS SHALL BE GONSTRUGTED USING 2X6 STUDS. REFER TO EXTERIOR WALL DETAiLS FOR ADDiTiONAL INFORMATION. U.N.O. EXTERIOR STUDS SHALL BE SPAGED AT 1'-4" (UNLESS 3X MEMBERS ARE REQUIRED BY SHEAR WALL SGHEDULE) FLOOR JOISTS SHALL. ALIGN O�/ER STUDS. i3. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE MADE WITH SIMPSpN STEEL PLATE GONNEGTORS UNLESS NOTED OTHERWISE. 14, RE� ARGHITEGTURAL DRAWINC�S FOR LOGATION AND 51ZE OF ROUGFI OPENINC� IN WOOD STUD WALLS. 15. RE: ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMINC� DETAILS. ib. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAtGE WALLS). I�. ALL FLOOR JOIST HANGLRS SHALL BE SIMP50N MIU OR MIT A7 SPANS GREATER THAN 14'-O" AND SHALL BE SIMPG.�ON IUT OR ITT HAIJGERr-✓ AT SPANS LE55 THAT�I 10'-O" UNLESS NOTED OTHERWISE. ALL WOOD BEAM HANGERS SHALL BE 51MP�.�ON HU (ALL NAIL HOLES FIL.LED) UNLE�✓ NOTED OTHERW15E (PAGtG STEEL BEAM WEBS). Q18. EPX INDIGATES EMBED PLATE PER SGHEDULE SEGTION i/52.0 3 STEEL FRAMINCx NOTES: 1. <XXX'-XX"> INDIGATE�✓- TOP OF STEEL BEAM ELE�/ATION �. SLAB ON METAL DEG1G SHALL BE 4 I/2" TO 6" (TOTAL DEPTH) NORMAL WEIGHT GONGRETE ON I" -�O C-�AE�E METAL DEGiG (I.OG20). RE� PL.AN FOR REItVFORGING REQUIREMENTS. 3. �- INDIGATES TOP OF GONGRETE SLAB ON METAL DEGiG e�EVariou. �.TGHL I1JE I ■ ■ � ■ ■ � ■ ■ � ■ ■ � UJOOD v�-IEAR I,UALL vCNEDULE \TYPE/SHEAR GAPAGITY SHEATHING NAILING AT 5TUD5 AT ADJOINING STUDS NOT AT ANGHOR BOLTS AT BLOGICING/RIM TO BOTTOM PLATE TO FLOOR � PANEL EDGES PANEL EDC-�ES (10) PANEL Et7GE5 FOUNDATION (8) WALL PLATES GONNEGTION SHEATHING GONNEGTION OA 260 LB/FT 15/32 PLYWOOD 8d NAILS �X 2X ��� � A35 OR LTP4 GLIP AT �'-O" (2)-ROWS IOd IVAILS AT 8" QONE SI�E AT 6" O.G. AT 2'-6" 6 15/3� PLYINOOD 8d NAILS I/�"cD OB 380 LB/�T ONE SIDE AT -4" O.G. 2x 2x AT �'-D" �5 OR LTP4 GLIP AT i'-�4" (2)-ROWS IOd NAILS AT 6" GO 460 LB/FT 15/3� PLYYJOOD 8d NAILS 3X 2X ��� � A35 OR LTP4 GLIP AT 8" i3)-ROWS IOd NAILS AT 6" ONE SIDE AT 3" O.G. AT I'-6" OD 640 LB/FT 15/3� PLYWOOD 8d NAILS 3X 2X ��� m A35 OR LTP4 GLIP AT 8" (3)-ROWS IOd NAILS AT 4" ONE 51DE AT 2" O.G. AT I'-O" OE �L20 LB/FT �5/32 PLYWOOD 8d NAILS 3X 2X ��� � A35 OR LTP4 GLIP AT 8" (4)-ROWS IOd NAILS AT 3" BOTH SIDES AT 3" O.G. AT 8" i. ALL PLYWOOD PANEL EDC�ES SHALL BE BLOGiGED. BLOGKINC� SHALL MATGH THE STUDS AT ADJOINING PANEL EDGES. 2. NAIL SPAGINC� AT 12" O.G. ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL EXTER►OR WALLS SHALL BE TYPEOA SHEAR WALLS UNLE55 NOTED OTHERWISE. 4. STA6GER ALL SHEATHING .101NT AiVD SILL. PLATE NAILING. 5. NAILS SHALL BE GOMMON OR GALVANIZED BOX IN PLYWOOD SHEAR WALLS. G. AL.L PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. 'T. EXTENT OF SHEAR WALL DENOTED BY - • - • - • - • - 8. UNLESS GL05ER SPAGINC� 15 NOTED ITV FOUNDATION PLAN G. HOLDOWNS AS NOTED ON PLANS AND INSTALLED PER 6/52.2 10. IN LIEU OF 3X FRAMING, DOUBLE 2X STUDS GL.UED AND NAILED WITH (�)-ROWS OF Ibd NAILS AT 8" MAY BE USED AS A GONTRAGTORS ALTERNATE. r.,, ��-.. � � �o �.., - �o 00 0� O � v r"' � . �; �o � � �C � t_ o� Z N � r-: r-. � �t- � o � °� V � � Q W _ � z O � J � � W 0 Vr/ r-` ;j U I' R. • � U � � . � ` • -.-i � U � � crs Monroe & Newell Engineers, Inc. Y.�. Bon �59� '70 8cnchmark Rond. Suitc 2(kt Avon, Colorad R 1620 (9?0) 949-7768 FAX (970) 949-4054 Bmxil: a�on�'dmonmc-ncwd) cam 1701 Wynkoop So-eet, Suim 200 A<mer. Colorodo 80202 (3b3) fi23-4927 FAX (3(Y!) 623-66(Y1 L�mail: drnvex(�a�monroc-newell.<om PO Hox 295 G19 Main Sveet. Suite N7 Fnsw, Colocazto 80443 (970) 6G8 3776 FAX (9711) 66A-��R9 Emnil, tnsc�dmon(cx: newclL��m � � ��''' °=�. �,, f t ' ' `�F �; A \ c.,, �: � �'. erva � • �i h���a4� �� ,� .P'^ : S Go; � °`j�� „� �O�VAu a n ;� � � Ft' �' �6� ?,q�,���.�..` ^ � � � O � � Z � O �. � �'i `i' ' 'Y' ("7 G � � � � GC GC O W V ..=�W = p O � � � •�'� y J r,,,. C� � � � _ � � � � �_ O � � � PROJE�i: #1606 DRAWN BY: JPS DATE: 6/16/08 REVISIONS: Q RE4ISION 10 BUIIDING 8/11/08 PERMII- fOUNDAiION PROGRESS SEf 8/21/08 Q PRIfING SET 9/02/08 Q DEfKS/EXERQSE ROOM 11/11/08 Q ADDBAYWINDOW 11/21/08 REMOUE OPEN fORNER Q BUIIDING PERMIi 04/02/09 LOMMENTS 11PPER PIANS � 1 Z 3 4 4,9 I'-11 1/�' 4'-4 I/2" 3'-10" ��'—II I/2" ?�,_h" i i I i i \ .....................................!................____..--.._.._..._..._......................._.._._.._....._...._....................................................._.........................................._......................._........................., I i �.. i I i i i � ' - -) ; M - - - - - - - - - - ............._........... ......._ .........................._..._.............._...._.. _..__..._....---.........._...........---.._._.........._................................�..........................._..._........... ___ _______i________ _____ w ___. � � � r'J�.� `�• ry� ' .,.���,..��., ,��,,.,�..,,���,..��� ( v� � � - - - - �- -�\. .��)-�.2XIb:� :���.�� . .......:..... : .:.......:.:.......:.:.:.:.:...:.....:.:...:.:.:.'.�...:.:.....:.:.:. - - -I - - - - - - — 10� �:.:,..,,,:.,,,.��.....:�����.�.�.�:�. ..�.�.�.�.� �k�. ..�.�.�... .. . ........�:�....�.�.� �O � I ' �. . . . . . . . . . .1. . . . . . . . . . l . �. . . . .� ��6� �• I�����' , . . . . . . . . • • �) j � �.�.�.�.�.�.�.�.� ro.P.oF .. . ... . . . . . . . . . . . . .:.c . PLYY�{OOID' , . .. . . ' . . . . ' ( i = ;:_::::�:::�.::�:�:::�:�:�:���:�:�::� :::::::::::::::k:::�:�:::::::::::::�:�:�:�:::.:.:._.....:...:.......:.:.:.:.,.:.:.:.:......; . � i , i.� BGVGp . ...... F .�. .....�.�.�.�. ... .. .. ... .... � 6' IE i�•�AT.j':..4'''.. .. ..... ................................... ;I .......... .. ...... ..................................... i .i { . . � �€ �.'..:....:�.�.".'.�.'.'.'.�!'.'...'.'.'.�.'.'.'.'.�.'.'.'.'.'.'.'.'.'.'.'.'.'.�.�.'.�.'.'.�.�.'.'.'.'.�.'.�.'.'.'.'.'.'.'.'.'.�.` :I �:�:.� . . . � .`;'.'. . . >� . . . . I i . :.:.:.:.:.` ;:.:.'�'.:.:. .' .:.:.:.:.:.:.'.�.:.:.:.:.:.:.:.:.:.:.:.:.;.:.�.:.:.:.:.:.;. .:.:.:.:.:.:.:.:.:.:.:.;.:.:.:...`.` � i OROF B�A i`;' . . . . .' �' . . . . . . .i . . . . . . . . . . . . . . . . . . . . . . . . . . � K- - - - ... . .. ...... ..................................... - - - - - - - - - — --- l�2)=1.Z'_ .vL ___ : ; ; • ' '� ; 2JC6 ; AT I'-�" I ' ' � �'� +BEARING; iN/?.LL ; � � � ' ' _, : : �� ; ; . �:.,1:.i � � : L26' � i ::::I:� O: s ( TOP OF i i �. ; l2" BGI/q.i0 ; ; - -: : . : - X; : i PLY1N0 D ` ' ` ` � AT I �-�4 �� , `�- � :::.. ::: : :::::.::::: �:_::-:::�::::::::::�:::--:; � ii _......._..._.._._ .. ........... .__._.._....._..___......--,-.................... ;: - : :..::::::: ::::::::::::::::::::::::::::::::: :::::::::-: -::::::::.:::::::::::::::::::::::::::::::::::� � � ry' ' SI P�.�ON GM5TI4 STRAP ^; m J G,7 G � E � C W 1 r` 0 6 �I rl � in 0 � � c ry � �0 � 6,1 6.9 � 5'-O" � Z2'-6 �� � _____r___ I , __: � : , I I i i i I ( i i i � - - � - - - - - - I- - - - I I I i i i 9 i `,� ; i i X -O FASTENED TO 18 I s ; I I ;; � i LV HEADER AT LOW ROOF 0 n IAN BLOG�GING IN BEARItVG � � � i I I I � . .... _ .............. _. ... _�........... _....... _......... _... _.............................................................. _......... _. .. _....... _. _..... _.. .. _.......... ... .. .. .. i i E E ' ' :i . ....__.._.._...__ ................... .._... ......_...... ....._.... . . . . ...... ._...............__....._...._.._..._.........._.........._.."'.___._...._......_..._.... .. . ._. . ... ._ ... ... .... ... ... .... _. ... _..... ... _.. .... ._ ._ .._ .,. ... ,._ ' """"_"_' ' _""' " " '_.._ _.... � i i � _"""""'_ ' . . _. ..........__... ' ' ' _ . : i i i L......._._.........._ ................_....._,..............._.._.._...........___,.................._.,,..,. ' — — — ... ... .... �. ._.. . � — — — i—.... .._.; {— E — — ' t— —a_.........x ::::::::::::::::::"::—::::::::::::::::::::::::::::::::::_::::::::::::'::'_�":'::::::"':::::::::::::_:::_................_..,......l--.............._......................._............_........_.............'-"-:.......... — — —� � C�7-I� LXIL - LVL ...................... ...... ........ � �;< .. . € 's Xb A I'-4" �2 ; : ; :._._..._._,...._.._.__.._..._._........._._........_ ..............__..___._.._.._...._....____.._.........._,.........._......_.._......; : . i � ` (3J-5,>'�" LVL � BEARING LL ` G ' ` � - � : , , ___..�-._......._....._ ..................._............................_..............................................................................: ,.......y�....; €.....�.,.......,.. ( f ? KINF�" TUDS j f J! I PRbViDE 5/8" 6YP5UM SHEATHING `� �� � I i i� f � i �►ll ' EA H SIDE OF WALL WITH 2X BLOUGING i : ; ; , ; . ,; : : ; � �� a (�7 -4 I/� : , _ . ........._.._P:T i4CL...'SHEfiTFi17V66...Pi�iNE1::...EDZ5E5 ...................... ... ..... .. . . . . . ..; . ..........................._................................... .�................._................................... ........................ _... ... . .... .......... .. ... ... . . .. . ..... .................................................................._.._......................_...__..............: � �; ( �` , I ,: r�� I -- �...�..... FA TEN SHEATHINC WITH i V2" DRYWALL ; ; I TOP OF � E�..�g AT "7" ED�ES, L2" FIELD `� �`: ' � r PLYWOOD , . I i �: ���' i i i i ; i I ; ; ;_.....; I ( :...... I ; ( .._,.. __ , : _.. i . ;i i, I , �.. �I/90 i'�:?::':::::_:::.:.;`::::: :::��,: :. � : �i.0 I j , I I . ; i..c......._.._.:.._......._:..:.:..i.3: � � ( � � ; : AT i.-r4" 0� I X E i i i i I m f: '� � i ry� ; � � s;; ( I I I m� � I ( I SIMP�.�ON HUG �`: ? " ` � � I I I HAN6ER (TYP� �' (3)-5 I/�" L�/L i O, �A� � ( I i<IN6 �rjTUDS �" : ''� ( ' !;., ( I �'; ;? t:[ I I I I I i '' I 1 �' EE` I � I I i I . I I �`�♦�Q 1 I I I ( i `•, `. I i ,,. �'J�i.O i: � '� I .... ............................. :..... E: I I I I i� � t I � ^ _ _ . . _.� .... .........._._-.......... _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ �� }�\\`..01\\\ miv\ _{_�j(\— _ _ _ _ ^-'��� _1 \�..oe°` . �o��' ! Y \ ;' ; . .. . ... .. „ : � � � � � � 1\ � f.��.,:t2=.. �v -I - - - - - - - � - - � - - - - - - � � . ( � �::\�.� � - - - : - - - --� ,.. � �. � �3)-2x�0 . < - i i i i � . ,,. .,�.,.,..����,...',..\....�..��i _,..PARAPET WALL ( i i i i ( -�: ; - '?; '� AEiOVE ��.�• I ; h =: � cfl : :............4......... _�.. ....._... ,:J1: i i i i i ' i �A i �: ;... 6..�. Q 4.� �� ( I ' m � � � � �= a,� :�: ( o � _. �.. .�_ .o.:` ; j� � � � J i ; � Q " J; � � � � -, : : ; . �� ;_ : STEEL SI-IOP DRAUJINC�S SNALL. ' BAL�OON FRAME E�TERIOR I {� � WAL S WHERE PAR PETS �� ,; • ;�; i i BY SUB , ITTED FOR REvIEUJ BY i ARE 4'-O" ABOV ROOF ^ ;: :"`� � SHEA�THINC � � �: :. ._.........�;; :� TNE EN INEER OF RECORD_ I : � - I ,- _ I - _ . ___ _ � __ _ � _ _ _ - _ _ _ _t-�.—t -�-1 _ _ _ _ � x� , (3 2 O � i /� I �`� , T�c�— - - - . - ---- - i . . . . . . . . ..._._...._.._._....._ _...� . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 �( . . . ::�:. t�-�I . . . . . . . . . . . . . . . . . . . . . . . ' .G? 'l.�"' L' �ll: : . . �' . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . 1 � �� � � �7`�'c� I I �1 �.� I �--.� t ' I � ._;.._-.� .� � .�.�.�.-.�. ........ . ....... ..�. .�.�.�.�.�.�.�.� ..�...�.�.�.�.�.�.�.�.. ..... .. ... ........ C I........... ..,.. � , v�°=�'-o° � � ..K., : ;� . I O . . . . . . . . . . .�;�. . ; . .�::;�.".: . . . . . . . . . . . . . . . . . . . . . . I � :._:._:.:v.. � � SIMfP�.�ON . . . . . . . . . . .. . .:. ._w;.....: . . . . . . . . . . . . T ( -4 . . . . . . . . . �(�i�'TRINI•�faNID.'\. . . . . . . �) tl � . �„�.�ai�a.. . . ,.� . . . . . . . . . . . . '_'.�.�. . ': ' . . . . . . .� ' . . .�A .�. '�.� ".�.? .�:.�. . .. . . . . . . . . � � . . , HU HANGER . ; . � . . ' .�:��. . . . .�i�: . . . . . . . .':' . . . . . . . . . . . .: : .'.'.'C�.?�. . (NG.'S.T.UID'S.'.::' ', ',�,',',','.'; :� ` ( FZOOF FR.�M�NCS NOTES= ( }� _.;.:.;.'.:. .'. ,'.;.';;.:.'.'.:. .;:.\ . . . .:... . . . . . . . . . . . . . . . . . . . . .�.:�:.:. . . . . . . . . . .i�t C� STi1lD5• �O �BE::.; • . . . . ; :I ` � i i i �`I � ....... . . .. ..... ....... ...... . . ., . :_ . ,;..< � •l�p'-4 1��: . . . . . . . . . .��iTINtJC�JS• T� . . . • � , I,- , •�•• _,.,._ , F SHEA HING SHALL BE 40/ O SPAN RATING STAGGER PANEL E D TS s• ' �, t�l. . . . . . .:. \_,._ ..... .... .........._._..._.......,......_...�_.._._.._....._. . . . . . . . . . . . . . . . �. N ..101 . . ROO 5/8" .2 T P R T...:�.....; : : i , � �. i: . . ; . . ' . . .:. . �` . . . :. . . : . . . . . . . . t� .'.O.F. . A . A?�. . . . . . . . S4.p AND FASTE WITH IOd NAILS AT 6" MAXIMUM AI.L EDGES AND I'-O" MAXINAJM i r' ' i �..:.:.:.:.' . . .;. . . . . . s.....'......' ...... ................ . .Yb.f?�.bC=.';.�:'.:.:.'. .�.:.:.:.:.:.:.:.;.:.:.:. .�. . . . . . . . . . . . . . . . . . . .:...:'.'.' ' ' \�� ( OTHER SUPF�RTS. I ........ ' .......'.'.' .. . ............. ... .. F .�.. . ....... . .. .........:..: . . • . . . : . . : . . .:. . ... . .:. . , . .',:f�,L'YWOC� • •. ' PAR T.WA��:.. . . . • : � i . . . . . . . . . . :. . .:. . .:. . .: . . : . . . .,. . . . . . . . . . : . . . . . ... . . . .�. . . . . .�. . . . A, , . T F R R F P AN A IN P AT I HT . .... ............. i i I . . . . . . . . . . y : . . : . . .: . . . . . . . . . . . . : . . . . . . . . . . ..:�...'.';�.'.'.:'.'.'.'. .'.'.'.'.'.',•ABOVE . . . . . . . . . . . . . . . . . . . . . . . ;�..:....__. �. NOT NOTED O 00 5L0 ES D BE R G L E G S I i ............. . . .. . . .. .... .............. ...... .. . . �� - - . . .` . . . . .:,�:.::..:.., . . . . . . . . . . . . ._----�=- -�- --------=�- --=--�---=-�-- =-�--=- - - - - : - ���x- . - - - - - -� . .:. .:. .:. .:. . : ,..y..,,......_....:.._.�,..�......,_.,:..,..�...�.,...:...::. ' _ - . i 3�CCL HE7s.DEF��St-�AL�B� 737- �ES�OYRERLJT5�RC37E� AC� _.''' - - - - - - - , _ , _ , - - - - - - /3 "-6�ttD�h+-6'f 74 i i � '' '` �3i-1� L. ONT. L WDOD IMS AS REQUIR D „ � �X6 AT I'-4" s ; � -NEADERsS��E -8�tt� 6� �O-S-t BBt�S OG r BEARING WALL ' i€ n-'`'� 4 E ��.:.�.:,-. P Y >, ; ` ` � �; :.: ....'::: .:v:...::.: ,;: S I I I I ( �- � �`� i . ALL HEADEt�S LONGER THAN 6'-O" SHALL REQUIRE TWO 'rtRIM I � i�, �`" �� :;�; S T U D S A N D W O i G I N G S T U D S E A G H 5 1 D E. � t � � SIM N� il �� •; I � � �� � 5. ALL J015T ANC-�ERS SHALL BE SIMPSON LSSiJ TYPE ( I > � �`., HHUS H N ER �I: : I 54.0 ` �'� = z `; � �'� •: ; : � UNLESS NOT�D OTHERWISE. � ( s ; r �:: � :: Q ::::::::::::::::::: i (: ` I ,:: t '; ::: II ' : , : _ ... ........ ....... ._.._............... .............. ' : : :[: : ; ; t � .................................. : E::. ......., i : : � ' ; ::' , G NTINU SH�At� 6. ALL BEAM O GOLUMN GONNEGTIONS, BOTH TOP AND BOIjTOM - — — — — — — .— :.......—....._.._...........—........_..__...__-.__.. : — -r ... . — — — — — — : -...._ ................._...... . ; .................__...._..__._._.........._...... ...... —: -�—�-'*= — � : � ; € •'` N-'ATCiN�-�i ..: �H�LL U�-.�� 11���O�N�L.4'�E �CSN-fV�'1`��R-,��UFiL��v NOl'�t� � , .._._ .................................................... : � ::::::::::::::::::::::::.... \ ;;: ( � �` AbOVE ;/�NP BELOW � OTHERW15E bN DETAILS. � � � � � ; A L Of?�NINC-s� i iI; i i � ,\\� � '7. ALL EXTERI R WALLS SHALL HAVE GONTINUOUS STUDS Ft�tOM . : . ° :; , :: � : " ° : :: : ,; ;, : . " �I: : P T F I : ` " LOOR O O NGLUDING RAfGE WALLS ( _.: :_... : € : :..... ....::::::.::::::::.::::::::::.:::::... ' ; :__.:......,. ' -.� ...�.., � i : •: � � � J ; ; I i i OPEN ° �° /''� i i i i ; `� s; ;: J �:( B:) ; 8. ALI. ROOF ISTS SHALL BE ALIGNED WITH WALL i s ;:; ; _. i € I I STUDS BELG�W. ( ; . _ , . ; ;: ': \� ( �: : , , , - , , : :: ' ... ..5� .....................................: : :: ;! € : : : : : �_': ( ;. �.._ ................................ ';; �� ° � G. < > IN IGATES TOP OF ROOF BEAM OR TOP OF P(..%TE HE16HT. I ; ....;..... ; :. ... � � � :.. . . .. ...... ........ . ... . : i ,.: . .. .. . ..._ ..... - _: °.:': , - . - - - - - - - - �- - R6J6.�'t,JRA ANS - - - - - :. :..:... . , r (�.:: ,..:,:: -::: . �::........;. ?: ;: :.... ... � __ ,, - - - � t � + ' A�tb7A45-t�t�'i�-N9$€D �9a!-S�' i L . � � . .. .. .. . _ : . I I i ? � .........................: . .�` � � ���— i ---i�. R�.�R�'C I €-�a-ApIE� -L--06. I � � :: , ::: � �� :: , ; � ;- . Q � � � ;�: i# � .' \'• " DOWN TO �M�TIN TR SSE SON A�RIVD NO TO EX EED 2'-G�"SX �-O" (4 FT-2), i . ;�: _ ,, ,. ;•: . -,... � . . _� .;, . ...... ....... .............. . � _._ ,.. : .:. ;, ry :: : I , . ( ' I I �. :;: JI < :............_..______._...______._.___. ; 12" :�3G1/GO ; • � 12. RE: ARGHITLGTURAL DRAWIN6S FOR ALL OVGRFLOW SGUPPER :;: � ; i � i ;: �f � 12" BGV�iO ?; ,��-;�'•"'`�.� LOGATIONS. i .: J< : ' • I AT I'—�4" ;: } ''� � ,. . . : 13 ALL GOLU SHALL BE (3i .2X6 UIVLESS OTHERWISE NO ;; ry= ' ......... ........................_..._..._...._._................_............................_.._... . M S T D. z; I . I I I `, ; �: 's 5 M N t-i�.5 GLIP ' i i i ; i: '' ( I 14. 0 INDI ATE�✓- LOGATION OF 50LAR PAiVELS. WEIGHT SHALL NOT EXGEED �Op�f. ' 0'•; : E H SIDE OF BEAM • � ?I 15. AT SOD RO F ALL .1015T HANGERS SHALL BE SIMtx,�ON IU OR MIT U.N,O. ( I '' m� : T I OP PLATES i AT ALL OT ER ROOFS, JOIST HANC,-�ERS SHALL BE 51M N ITT OR IU7 U.N.O, , '`� ;'sp ALL WOOD �EAM HANGERS SHALL BE SIMP50N HU (ALL AIL HOLES FILLED) U.N.O, i � � :: E� � �_: � �-i2° �v� � �X � i: ; ( I ;` �? L�O'-4 I/.�" i i i ' i � ' .�� � � � \ ...:::::::::::::.::.:...'_ �' P P O OD �,� �I/GO ' €� i ', ( I � ` AT 1'-4" ;''� � ;' ' : ; :' , � m " ;,:0 � � �`�,. O x� � m �..-:::- I ;� I � � ( I � ' � m i � � �„ 51 MP�.�ON MST 8 � i ', . , � j :,: � ;.. � , . ; sa.o ' ' ` . . ` ` :... STRAP ., , , -. : ; ,�� _ � _.... -%` � � i � i • (� 12" LVL ._... - C3) .�i. , ., LV'L � QNT _......... _ ......................__. _...._.... � - - - - - . M. -- --._,� ._._._.. ' _ _ .__.._....__......... _.........._............__....._ __.._._ . ._. _ . _ _........ ,.......l,�-, .. .. �. ,.:... ,.:, .............. . � ...__-. ___.___._...._.... ___.... .__ .:._..:_..._..._._............�-----.._____._._.._._.....__._ _ . _ - --.._.... ....._.- - --..._.._.._.._... - - - - - - - - - - - - - - - �- -�--._._�_. _._._ t ' --- .- --.... _. .._.... .... ...._._....... �._...... �- � � .. ............. ... .............__... ..... . _ .......... __ ............ .. ._....... .._ .......- Y �- - - - �� —I .. ........... ... ............... ... .......... ..... .... . ... _. � _ _ � : . � _........._....__.._. _ � � E ; € ----�= � 2 \� ) � � ; �xa� a ; ; f ;.. ? 1 : I 1 I � O ;`: '�; i j'. � PARAPET WALL- LOW ROOF m i� � :::: - ; ABOVE � 0 �6X8.2 � € €� i � i ....� ......................;.:.,;..............................................................._................ .:; OOF BELO '' i I i �: � � � � Z 4. 0 = ;:' i� REi 5128 � ....:........._ _... � ; ;� _ € : i: . .r< � :r� :<� ::;:.\ , . ... .; ._ I s; � � ._ _ �- ._.,:...:- _._...__.__...._ ........:... ..._..__.__. ,.... � � � i3 :v.:6X8.2 ' � i i � ' : ( � � ;�: i I i i 54.0 :� ( �: i '� J G,9 G.1 �,� C.1 r- ^ � � �o �.,� - �o 00 0� O � v ^ r-� . �r � o � °� Q 0 �a � ~ _ � , �. w o �� V � � Q W _ � _ 0 � N W 0 � r � U � • � V � � � � • '--, .�--� U !'� � ccs Monroe & Newell Enginccrs, Inc. P.O. Hoz i597 70 6crehrnark Road, Suitc 204 nvon, Colorado R 1620 (v�o> vav-��be FA7C(970)949-405a Finaitr avonQmonrornewcil.com 1701 Wy� arp Strcct. Suitc 200 bemcr, Colondo 80202 (30J) 623-4927 FAX (303) 623-6602 E�nail: Acme�{q)monroe-neweil.com PO Box 295 619 Mnin Succt. Suitc Ml I�risco. C.oloredn R(M43 �v�o> c�x-3��v NAX (970) 66&-3789 F.m �L R�sco@monroe newcil.com .�- __. .,,,� �� �.. . C " � !" s ��`� �� � 4 b �p� � �� � �# ,Y ' /��� � 4..."� ���� � �� :,� .�, � � � � ! �� $?� a - ss N`'�° � �„� ���;°-0 c�� , ,� � .;��.�Y`y4en�vrj�� �'` �;C.:�w �,� W �. � � � o 0 /�'� Z � ^ � W F�� N �.�ia � L"'� � y � m�°�o W V �°�oo � °C `W Q c,.� ,.= W w � W _m�� � � � � � �_ O � � � � PROJE[T: #160b DR�WN BY: JPS DdTE: b/1 b/08 REVISIONS: �� REVISION 10 BUILDING- 8 11 08 PERMII- FOUNDAiION � � PROGRESS SET 8/21/08 Q PRI�ING SET 9/02/OS Q DE�KS/EXERLISE ROOM 11/l1/08 �S ADDBAYWINDOW 11/21/OS REMOVE OPEN �ORNER Q BUIIDING PERMII 04/02/09 �OMMENiS ROOF PIANS � • GENERAL NOTES 1. L �VE �OADS USED IH DES IGN: ``��,,�� ������� �� � ��� �"� ,., .,,.��,,..��,,,,...��..,..�.....y�,.,....,��,,..,.,,.��, ..,.y,,�°' �,,.° �,,,,..,,,. �,,..,°,.,..... ��....,,,...,.,,� v � � �..�. ���A. ROOF 100 PSF \ �°°°� {AT SOD ROOFS , ADDED DEAD LOAD � S: 50 PSF �``�� � \ � B. TYPICA� FLOOR 40 PSF � � a � C. DECK 100 PSF �\ ..., \ � D. GARAGE FLOOR 40 PSF OR 3000#� POINT LOAD � E . �1,�k'ORTANCE FACTORS � CATEGORY �� � SEISMIC FACTOR IE 1.0 � SNO�y FACTOR I S 1, 0 �� � y�iND FACTOR Ijly 1.0 � � � � F• �,iNp : � 3 SECOt�D GUST 100 � � FASTEST MILE 80 � EXPOSURE B \ ` G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. \ � � H, CODE USED IN DES IGN: INTERNAT IONAL BU I LD ING CODE , 2003 ED I T 101� ,\.�°°°\ ���� .,,\�.,o.. \v� \.o...���\ \p \�..00,\� o\\� \ 2. TEST ING. �NSF��LT t`Z;1VS AND O�S ��������:,,,��.�.., .°..� ,,.� ,����.,,..�°��. ��.... ..., ���......,.,..,,...... ��.�...�,.,...°�° A, THE STRUCTURAL ENG�NEER DOES NOT PROVIDE �NSPECTIOI�S OF CONSTRUCTI01�, STRUCTURAL ENG INEER IyIAY IyIAKE PER IOD IC OBSERVAT IOt�S OF THE COt�STRUCTIOt�; SUCN OBSERVATIONS SHALL NOT REPLACE REQUIRED �NSPECT�ONS BY THE GOVERN�NG AUTHOR�T�ES OR SERVE AS "SPECIAL �NSPECTIONS" AS IVIAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BU i LD I NG CODE . 8. THE FOLL01k�NG jNORK SHALL BE �NSPECTED BY THE SPECIA� INSPECTOR UNLESS SPECIFICALLY y�AIyED BY THE BUILDING OFFICIAL, t. SOIL PREPARATION o. EARTHr1y0RK EXCAVATION, P�ACEMENT AND COMPACT�ON OF FILL AND IN - PLACE DRY DENSITY OF THE COIyIPACTED FILL FOR COI�FORIyIAt�CE �yITH THE APPROVED REPORT, 2. CONCRETE CONSTRUCTIOt� o. PERIODIC �NSPECTION OF REINFORC�NG STEEL. �NCLUDING PLACEMENT. b. COt�TiNUOUS �NSPECTION OF P�ACEI�ENT OF SHEAR REINFORCEMENT. c. PERIODIC VERIFICATION OF YyEIDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. d. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN �IX, e. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAIyIPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS. PERFOR�I SLU�1P AND AIR CONTENT TESTS AND DETERM�NE THE TE1vIPERATURE OF THE CONCRETE. f, CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACE►vIENT FOR PROPER APPLICAT101� TECHNIQUES. g, PERIODIC �NSPECT101� FOR MAINTENANCE OF SPECIFIED CURING TE1yIPERATURE AND TECHN �QUES. h, PERIODIC VERIFICATION OF IN - SITU CONCRETE STRENGTH PRIOR TO STRESS�NG OF TENDOt�S IN POST TENSIOt�ED CONCRETE AND PRIOR TO REIvIOVAL OF SHORES AND FORMS FROIy) BEAI�S AND STRUCTURAL SLABS. 3. STEEL CONSTRUCTIOt� o. ALL yNELDiNG SHALL RECEIVE CONTINUOUS SPECIA� INSPECTION EXCEPT THE FOLLO�yING: �� Acc��ANc�NyyiTH SECTPON j704F38RICATOR�S SHQP IN b. THE SPECIAL INSPECTOR NEED NOT BE CONT�NUOUSLY PRESENT DUR�NG �yELDING OF THE FOLLO�IING ITEMS, PROV�DED THE MATERIA�S, y�ELDING PROCEDURES AND QUALIFICATIONS OF `IyELDERS ARE VER IF IED PR IOR TO THE START OF �tyORK; PER IOD IC INSPECT IOt�S ARE MADE OF �IyipRK �N PROGRESS; AND A y ISUAL �NSPECT �Ot� OF ALL �yE�DS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPIyIENT OF SHOP �yELD �NG. 1. S�NGLE PASS F�LLET �yELDS NOT EXCEED�NG 5/16" �N S�ZE. 2. FLOOR AND ROOF DECK �I�+ELD �NG. 3, �yELDED STUDS jhHEN USED FOR STRUCTURAL DIAPHRAGI�. 4, �yELD�NG OF STAIRS AND RAILING SYSTEMS. c, VER i FY y�IELD F ILLER �IATER IA�S COt�FORM TO A�yS SPEC i F ICAT IONS AND I�IANUFACTURER'S CERT IF ICATE OF C01yk'L IANCE �S REQU IRED, d. PER IOD IC �NSPECT 101� OF THE STEEL FRAME TO VER IFY COI�IIP� IANCE �y I TH THE DETA i LS SHO� Otv THE APPROVED CO STRUCT 101� DOCUMENTS SUCH AS BRACING. STIFFEN�NG, I�E�ER LOCATIOI�S AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTIOt�, e. VER IFY STRUCTURAL STEEL MATER IAL CONFORIyIS TO ASTIyI STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTIOt� DOCUMENTS At�D I�IAt�UFACTURER�S CERT I F I ED M I LL TEST REPORTS, f, PERIQDIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND yjIASHERS FOR CONFORI�IANCE TO ASTM STAt�DARDS SPEC�F�ED �N THE APPROVED CONSTRUCT�OIV DOCUMENTS AND MANUFACTURER'S CERTIF�CATE OF CO��L I ANCE . g. COt�T INUOUS �NSPECT ION OF SL IP -CR IT ICAL COt�NECT IOt� �yITH H IGH STRENGTH BOLTS. PERIODIC �NSPECT101� OF BEARING TYPE CONNECTORS �/ITH HIG� STRENGTH 60LTS, 1. jfyHiLE THE �ORK IS �N PROGRESS, THE SPECIAL �NSPECTOR SHALL DETERI�INE THAT THE REQUIRENIENTS FOR BOLTS. NUTS. �yASHERS At�D PA INT, BO�TED PARTS At�D �NSTALLAT 101� AND TIGHTENING �N SUCH STANDARDS ARE ��ET, FOR BOLTS REQUIRING PRETENSIOI�ING. THE SPECIAL �NSPECTOR SHA�L 08SERVE THE PRE�NSTALI.ATION TESTING AND CA�IBRATION PROCEDURES �i-IEN SUCH PROCEDURES ARE REQUIRED BY THE �NSTALLATiON METHOD OR BY PROJECT P�ANS OR SPEC � F �CAT �Ot�S; DETER�1 �NE THAT ALL PL � ES OF CONNECTED Iy1ATERIALS HAyE BEEN DRA� TOGETHER AtvD PROPERLY SNUGGED AND (VIOPJ I TOR THE � NSTALLAT 101� OF BO�TS TO VER I FY THAT THE SELECTED PROCEDURE FOR INSTAL�ATIOt� IS PROPER�Y USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO 8E TIGHTENED ONLY TO THE SNUG - TIGHT CONDIT101�, THE SPECIAL �NSPECTOR NEED ONLY VERIFY THAT THE CONNECTED I�IATER IALS HAyE BEEN DRA� TOGETHER At�D PROPERLY SNUGGED. 2, I�IOtv ITOR ING OF BOLT INSTALLAT 101� FOR PRETENS IOt� ING IS PERI� ITTED TO BE PERFOR�IED ON A PER IOp IC BAS IS y�t-�EN US ING THE TURN -OF -NUT �1ETHOD y1Jl TH IyIATCHIyIARK ING TECHNIQUES. THE DIRECT TENSIOt� INDICATOR �IETHOD OR THE ALTERNATE DES IGt� FASTENER (T�y1ST -OFF BOLT) �IETHOD, JOINTS DES�GI�ATED AS SNUG TIGHT NEED TO 8E �NSPECTED ONLY 01� A PERIODIC 6ASIS. 3. FOUNDATIOI�S A. I�AXi1ylU1� SOiL DESiGN PRESSURE 3000 PSF B. COI�TRACTOR TO FOLLO�y ALL RECOMMENDATIONS IN SOILS REPORT N0. 07185 BY LKP ENG�NEERING. INC. DATED NOVEI�ER 25, 2007, C. ALL FOOT�NG BEAR�NG E�EVAT�ONS SHOy�tV ARE ASSUMED. EXACT BEARiNG ELEVAT I Ot�S SHALL BE VER 1 F i ED IN THE F I ELD �yt TH ACTUAL COI�D i T I ONS 8Y COt�TRACTOR ITH APPROVAL OF SOILS ENGINEER AND A�L BOTTO�r��S OF FOOTINGS SHAI.L BE A IN �rv�1M OF 48" BELOyY EXTER �OR GRADE. D, A�L FOOTINGS ARE TO BE PLACED ON FIRM. UNDISTURBED, NATURAL SOIL OR PROPERLY CONIPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL SHALL 8E COMPACTED TO 969b �MpIIN�Ml1M) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERy�ISE RECOMMENDED IN THE SOI�S REPORT, IF SOFT SPOTS ARE ENCOUNTERED REIyIOVE SO � L AND RECOMPACT y� � TH APPROVED F � LL (RE: SO I L REPORT FOR DESCRIPT�Ot� OF BEAR�NG SO�L). E. COt�TRACT�2 SHALL BACKF 1�� EQUALLY Ot� EACH S IDE OF FOUNDAT IOt� t�IALIS IN 12 �NCH �iAX IIyIUM VERT ICAL L IFTS OR AS REC�MIENDED �N THE SOILS REPORT, REFER TO SOILS REPORT FOR BACKFILL (�ATERIAL. F. NO BACKF ILL �NG SHALL BE PLACED AGA INST LOjNER LEVEL rIyALLS UNT �L THE LOI�►iER LEVEL FLOOR At�D �+IAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOT INGS UNDER �yALLS. COLU1y�S OR GR ID L�NES UNLESS NOTED OTHER1hISE Ot� PLANS. H, COt�TRACTOR TO PROV�DE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COIy�'ACTED F ILL UNDER FOOT INGS AND INTER IOR SLABS -01� -GRADE, �. NOTIFY SOILS ENGINEER �4iEN EXCAVATION IS COI�+iPLETED SO THAT CONDITIOt�S MAY BE �NSPECTED PRIOR TO PLACEIvIENT OF ANY FILL OR COI�CRETE, J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRA�jyINGS. 4. SLAB ON GRADE A, THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL 8E �N STRICT ACCORDANCE �yITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE COt�TRACTOR SHALL DIRECT QUESTIOt�S REGARDING THE SUBGRADE PREPARATIOt� REQUIREI�ENTS TO THE GEOTECHNICAL ENG�NEER. B. MOVE�IENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING COt�NECTED TO BOTH THE SLAB At�D OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATIOt� DETA��S FOR PARTIT�ON �IALLS, BASEBOARDS, PIP�NG AND OTHER ITEMS IyIAY BE REQU IRED. REFER TO THE APPROPR �ATE DRA�fyINGS OR CONSULT �y�TH THE RESPOt�S�6LE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEI�S TO BOTH THE SLAB Ot� GRADE At�D OTHER PORTIOt�S OF THE SUPERSTRUCTURE. 6. CONCRETE A, ALL CAST - IN -PLACE COt�CRETE SHALL BE MADE j�yITH TYPE I/ I i PORTLAND CE1rIENT. STOt�E AGGREGATE AND SHALL SATISFY THE FOLLOyyiNG REQUIRE�IENTS: CONCRETE ITEM F'C MIX TYPE Ir1AX �y/C RATIO � AIR REQ. FOOT INGS 3000 ps i STD --- --- FOUNDAT 101� �IALLS 3000 ps i STD --- --- II�TER IOR SLABS ON GRADE 30Q0 ps i STD 0.50 --- SLABS ON �ETAL DECK 3500 ps� STD 0.50 --- EXTER IOR CONCRETE (+) 4500 ps � STD 0.45 6�- 89; + f�AX II�UM SLU�IP SHALL NOT EXCEED 4". 8. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE 0}MVER yYITH LETTER INDICATING COST REDUCTION AT TIME OF BID, THE MODULUS OF ELASTICITY OF ALL CONCRETE SHAL� EXCEED �yC1.6 33 F C(OR 57.00Q F C NORMAL �yEiGHT C. CONtCRlS�BQR SHALL SA�tCUT OR TRO�yELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 10 FEET AND SAy�CUT OR TRO�yELCUT 1/4 OF SLAB DEPTH X 3/16" �iyiDE �yiTHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH D. 9DA,�$, TOPPING. FOOTINGS, BEAMS AND �yALLS SHALL NOT HAVE JOINTS IN A HOR IZONTAL PLANE . AI�Y STOP IN COI�CRETE y4DRK 1�It1ST BE IyIADE AT TH IRD PO INT OF SPAN �yITH YERT�CAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHER�yISE SHOy�N . ALL COI�STRUCT IOt� JO INTS SHALL BE AS DETA I LED OR AS REV � Ey�ED BY THE E. �aG15�Q�BRETE �yORK At�D REINFORCEMENT DETAiL.ING SHALL BE IN ACCORDANCE �yiTH ACI BUILDING CODE 318 LATEST EDIT�Ot�, UNLESS NOTED OTHERy�iSE. USE STAt�DARD HOOKS FOR DO�IVELS UNLESS NOTED OTHER�yISE. ALL EXPOSED EDGES OF CONCRETE �yORK SHALL HAyE 3/4 INCH CHAMFER, 6. �lE �N1�OBCB�HNRORC �NG SHALL BE H IGH -STRENGTH DEFORMED BARS CONFOR�I �NG TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS �y4iICH SHALL BE DEFORMED BARS, ASTM DESIGNATIOt� A615, GRADE 40 OR ASTI� A706 GRADE 6Q. B. `IyE�DED y��RE FABR �C SHALL CONFORl� TO AST�I A185 GRADE 65 AND SHALL BE LAPPED ONE FUI.L I�ESH AT S�DE AND END SPL�CES AND Vy�RED TOGETHER, C. POLYPROPYLENE FIBER REINFORCING SHALL HAyE FIBER LENGTH COORD�NATE �yITH AGGREGATE S IZE AS PER MAt�UFACTURER�S RECOMvIENDAT IOIVS. AI�OUNT OF F IBERS SHAL� BE A M �N ��U�1 OF 1, 5 LBS/YRD3 OF' CONCRETE OR THE AMOUNT RECOMrIENDED BY THE MI�+NUFACTURER �►1-IICHEVER IS GREATER, D. REINFORCEMENT PROTECTIOtV UNLESS NOTED OTHERyYiSE: t. CONCRETE POURED AGA�NST EARTH 3" 2. CONCRETE POURED �N FORl�S (EXPOSED TO yl)EATHER OR EARTH) 2" 3. COLUI�NS AND BEAMS (T tE BARS) 1- t/2" 4, SLABS AND `IyALLS (NOT EXPOSED TO �yEATHER) 3/4" E. RE�NFORCEMENT PLACEMENT AND TOLERANCES SHALL BE �N ACCORDANCE �y�TH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION, F. NO SPLICES OF REINFORCEMENT SHALL BE 1�ADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES, 1hHERE PERIyIITTED. SHALL BE A M� �N ��111� OF 48 BAR D �AI�ETERS FOR #6 BARS AND SMA�LER AND SHALL BE A M �N IIvIUI� OF 80 BAR D IAIyIETERS FOR �t7 At�D /{8 RE INFORCEI�ENT UNLESS NOTED OTHER1�rISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS, G. PLACE Tylp y5 (PER 8" TH ICKNESS) �yITH 2' -0" PROJECT ION AROUND AL� OPEN �NGS IN CONCRETE y�ALLS, SLABS, AND BEAI�S. ALSO PROV �DE T�0 j�5 X 4' -0" D �AGONALLY AT H. EA19Ri 1�0�6RTOP AND BOTTOIrI BARS IN �yA�LS AND BEAMS SHA�L BE SPL ICED AS FOLLO�S: TOP BARS AT MIDSPAN, BOTT01r1 BARS OVER SUPPORTS. 7. �TRU�QUR�QR8���6AL STEEL SHALL COI�FORM TO ASTIyI A36 EXCEPT jlyiDE FLANGE BEAMS � ICH SHA�L CONFORI� TO ASTM 992, (50 KS I) At�D EXCEPT P IPE COLUI�NS V�1-� ICH SHALL CONFOR�I TO AST1� A53 AND TUBE COLU�S TO ASTM A600, GRADE 8, LATEST ED 1 T IOI�S . STEEL SUPP� i ER IyIAY PROV �DE AST A572 , GRADE 50 AT H I S OPT 101� , MISCELLANEOUS EIVIBEDDED ITEI�S SHALL BE A36 STEEL, B, ALL STRUCTURAL BOLTS SHALL BE A325N �NSTALLED TO A I�INII�UI� SNUG TIGHT COt�D IT 101�, ALL At�CHOR BOLTS SHALL CONFORI� TO AST�i A307 UNLESS NOTED C. BTRQB�IIB�L STEEL SHALL BE DETAiLED AND FABR�CATED IN ACCORDANCE ��TH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCT101�," D. EXCEPT �FiERE DETAILED OTHERISE, FABR�CATOR SHALL SE�ECT STEEL COI�IyECT IONS PER A ISC "M�►NUAL OF STEEL COt�STRUCT IOt�" (ASD), TABLE 11 -A AND/OR A �SC "S IIrhLE SHEAR CONNECT �ON �ANUAL" �y�TH A325 N BOLTS (OR y1JELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRA�INGS. }I�HEN LOADS ARE NOT SH0�1, SELECT CONNECTION TO SUPPORT 6096 THE TOTAL UNIFORI� LOAD CAPACITY PER AISC "I�ANUAL OF STEEL CONSTRUCTIQIy" FOR EACH GIVEN BEAI� AND SPAN FOR NON -COIyhOS ITE �IEIV�ERS. SU6� IT DES IGN CALCULAT IONS. BEAR �NG THE STA1� AND S�GNATURE OF THE PROFESS�ONA� ENG�NEER LICENSED �N THE STATE OF COLORADO AI�D EIv�'LOYED BY THE STEEL FABRICATOR� FOR ALL CONNECTIONS NOT COIMIPLETELY DETAILED ON THE STRUCTURAL DRArJyINGS AND FOR ANY PROPOSED A�TERNATE CONNECTI01� DETAILS. E. ALL �jyELDERS SHALL HAVE EV�DENCE OF PASS�NG THE AMERICAN j�JELDING SOCIETY STAt�DARD QUAL 1 F ICAT IOt�S TESTS AS OUTL INED IN A�yS -D1 , t, F. ��N��V�UM �ELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" coNTiNuous FILLET UNLESS NOTED OTHER�IiSE. G, FOR A�L BEAI�1/COLUMd OR BEAIyi/BEAI� CONNECT IOt�S, PROV IDE HOR IZONTAL SHORT SLOTS IN COt�NECT IOt� �IEI�HER ONLY (�yT' -SECT IOt�S, At�GLES OR SHEAR P�ATES). H, PROV�DE ANCHOR BOLTS FOR BEAI�S BEAR�NG ON CONCRETE UNLESS OTHER�yISE I, p�QDpE TEI�ORARY BRAC ING AND PRECAUT �ONS NECESSARY TO COIy�'LY �yITH A�L STEEL ERECT IOt� STAI�DARDS AND TO �t�THSTAND ALt� C�`{STRUCT �01� AND/OR LATERA� LOADS UNT�L ALL F�ELD COt�NECT�ONS ARE COMPLETED AND PER�IANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. J. STEEL FABR�CATOR SHA�L NOT RECE�YE ADDIT�Ot�AL COt�+IPENSAT�ON FOR SHOP DRA�y�NG T��IE FOR ANY REV�SIONS TO ERECTION DRAyI/INGS NOR FOR ANY REV�S�ONS TO PIECE DRA�yINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRA�yINGS. 8. �IETAUNQE6B NOTED OTHER�yiSE, DECK SNALL BE SNOP -PAINTED STEE�, SHALL BE OF THE TYPE CALLED FOR Ot� THE FRAM ING PLANS At�D SHALL BE T�yO SPAt� 1Yi IN 1�ylUEVI �FiERE POSSIBLE.SINGLE SPAN DECK COt�DiT10t�S SHALL BE SHORED. DECK SUPPLIER SHAL L VER 1 FY COM�I%AT 18 I � i TY OF H I S D ECK F I N I SH y�l I TH F I RE PROOF I NG B. BEQl9�p6M6N�6L BE �NSTALLED AND ALL OPEN�NGS �N DECK CUT AND REINFORCED �N ACCORDANCE y�ITH MANUFACTURER'S STAI�DARD DETAILS AND SPECIFICATIOI�S EXCEPT AS NOTED OTHER�y�SE. C, �yELDiNG REQUIREMENTS SHALL 8E AS FOLLO�yS UNLESS NOTED OTHERHIISE ON 1, ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH DRA�IN�6BIVIEDIATE SUPPORT AT SIDE LAPS PLUS ONE �NTERl�EDIATE PO�NT �yITH 5/8" D �AMETER PUDDLE yVELD. PROV►DE yVE�D �yASHERS AS REQU �RED. 2. LOI�GITUDINAL JOINTS BETyj}EEN ADJACENT FLOOR DECK UN�TS SHALL BE FASTENED TOGETHER AT 36" (�IAX IMUI� SPAC ING �yITH 6/$" D IAIMIETER PUDDLE jMELDS (OR SCRE�IyS OR BUTTONPUNCHING), FASTEN FLOOR DECK TO PARALLEL At�D PER I�IETER BEAMS AT 12"Ot� CENTER, 9, wOt� �9hF�-��1NRap�U�ROUT SHALL BE PROV IDED: 1. BETy�IEEN COLU�IN BASES At�D CONCRETE SUPPORTS. 2. BETy�EEN BEA�1 BEARING P�ATES AND CONCRETE SUPPORTS. 3. GROUT SHALL BE CONhLETE AND HAyE A M�N�MU�1 COM�RESS�VE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. �y00DALl. FRAM�NG AND TRUSS LU�18ER SHALL BE DRY DOUG�AS FIR, LARCH, GRADED BY BUSLDRNG CODEPASDFOL Oy�SS� �AT IOt� At�D CONFORM ING TO INTERNAT IOt�AL 2" TH ICK - 4" TO 6' y�IDE (�yALL STUD ONLY) STUD Fb = 700 PS i 2" TO 4" TH ICK - 6" At�D �yIDER N0. 2 Fb = 900 PS I 5" THICK - 5" AND �yIDER N0. 1 Fb = 1350 PSI NOTED ALLOy�ABLE STRESSES ARE I�iNiMuMs AN� FOR NOt�REPETiTyE USES PRIOR TO ALLO�yABLE STRESS �NCREASES. 8, y�HEN PRESERVAT IyE TREATED LUI�ER IS REQU IRED 6Y CODE ALL COtvNECT IOt�S AI�D NAIL�NG SHALL 8E ADEQUATELY GALVANIZED (DOUB�EDIPPED OR BETTER), C. TREATED S i LL PLATE LUIv�ER �IAY BE HE� - F I R, STRUCTURAL yi GRADE . D. PROVIDE METAL CROSS BRIDG�NG NOT OVER 8' Ot� CENTER FOR AL� 2X �y00D JO�STS. SO�ID BLOCKING BET�yEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS �S REQU�RED. E. FASTEN ALL �OOD �1EMBERS yyiTH CO�tMON NA�LS ACCORD�NG TO THE �BC SCHEDULE TAB�E 2304 - 9.1 UNLESS NOTED OTHERyy1SE. F, LAMINATED BEAMS 1, ALL LAIyI INATED MEIv�ERS SHALL BE FABR ICATED OF DOUGLAS F IR LARCH AT 12 PERCENT �O�STURE CONTENT �N ACCORDANCE �yiTH `tyCL i6. ALL S IZES SHO�t�J ARE NET. 2. LAI��NATED �IE1�ER SHALL BE DETA�LED AND FABRiCATED �N ACCORDANCE �IITH THE STANDARD SPECIFICATIOt�S FOR THE DESIGN AND FABRICATIOt� OF STRUCTURAL GLUE LA►�INATED TII�ER, LATEST EDITION AS PU6LISHED 8Y AITC. 3. PROV�DE UN�TS COt�FORM�NG TO AITC 117. 24FV8. D.F, FOR COt�TI�yUOUS ME1�8ERS AND CANT � LEVERS AND 24Fy4 , D. F, FOR S �I�P�E SUPPORT MEIv�ERS . ME1�6ERS SHALL 8E DESIGNED V�ITH ZERO CAMBER �yITH TOP SURFACE CLEARLY STA�IPED Ot� EACH �IEMBER. G. PLY�y00D DECK AND /OR OR I ENTED STRAt�D BOARD , 1. PANEL THICKNESS SHALL 6E AS SHO� ON THE DRAy�iNG. APPLICATION SHALL BE �N ACCORDANCE �J�TH RECOIvI1�lENDAT �ONS OF TH� A1rIER IGAN PLY�y00D ASSOCIATION. ! 2. EACH PANEL SHA�� BE IDENTIFIED �y�TH THE GRADE - TRADEMARK OF THE AMER�CAN PLY�DOD ASSOCIATION �►ND SHALL I�EET THE REQU�REI�ENTS OF U.S. PRODUCTS STAt�DARD PSi, LATEST EDITiOt� FOR PLY�y00D, ALL PAt�ELS y�F-IICH HAVE ANY EDGE OR SURFACE PER�IANENTLY EXPOSED TO THE �1�EATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOOR�NG USE 3/4" T&G STURD -I- FLOOR SHEATHING GLUED AND NAILED �+/�TH tOD NA�LS AT 6" Ot� CENTER ALONG PAIVEI EDGES AND AT 12" ALONG INTERI�ED IATE SUPPORTS. 4. FOR ROOF USE 5/8" (40 /20 SPAN RATING) EXPOSURE I SHEATHING NA�LED y�ITH 10D NAILS AT 4" Ot� CENTER ALONG PAt�EL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR �fyALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I P�Y�ypOp OR OSB SHEATHING NA�LED �JITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PAt�EL EDGES AND 12" ON CENTER AT INTERM�EDIATE SUPPORTS. AL� PANEL EDGES SHA�L BE BLOCKED. 6. FLOORS AND ROOF SHEATH�NG SHALL BE �NSTALLED yyITH THE FACE GRA�N PERPENDICULAR TO SUPPORTS �IITH END JOINTS STAGGERED. �• �NSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PAI�ELS nR SOLID jM00D BLOCKING SUPPORTS. H. PREFABRICATED �yDOD MEMBERS SHALL 6E THE TYPE NOTED Ot� THE DRAy��NGS AND SHALL BE "BC I- JO IST" AS IyIANUFACTURED BY BO ISE CORPORAT IOt�. ALTERNATES SHALL BE REYIE�yED 8Y THE ENG�NEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTIOt� EQUAL TO OR GREATER THAN THE S IZE SHOVItV 01� THE DRA�yINGS. y�E6 BLOCK ING AND BR IDG �NG TO BE AS REQUIRED BY THE JOIST �IANUFACTURER. i. LAMINATED VENEER LUIV�ER ME�IBERS SHALL HAVE THE FOLLO�IING STRESS CAPACiTiES: FB = 2800 PSI, E= 2,004.000 PSi. FC = 750 PSI, Fy = 28b PSI. BUILT UP l�E�IBERS SHALL 6E CONNECTED iN ACCORDANCE y��TH MANUFACTURERS' RECOM��ENDATIOI�S. CONTRACTOR SHALL HAyE THE OPTION OF US�NG 3 1/2" OR b 1 /4" �rIDE NIEI�iBERS. J. PREFABRICATED �y00D TRUSSES SHAL� BE DESIGNED TO FULFILL STRESS REQUIRE�iENTS AND /OR �OADS NOTED ON DRA�y1NGS. SHOP DRAy�iNGS SHALL INCLUDE CALCULATIOivS AND BEAR THE STAIrIP OF A REGISTERED ENGINEER, PROV�DE BR IDG ING AI�D BLOCK ING PER MANUFACTURER'S RECOMrIENDAT IONS UN�ESS OTHERyYISE NOTED. PROV�DE CONSTRUCT101� BRACING AS REQUIRED ERECTION NOTE: CENTER �jIALL STUDS UNDER CENTER OF TRUSS LOCATIONS. 1 1 . NON -STRUCTURAL ELE�IENTS A, E�El�ENTS SUCH AS NON -BEARiNG PART�T�ONS, ETC. ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIOt�S AND OTHER STRUCTURAL IvtovEMENTS. B, FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHAL� BE PROVIDED AI�D SHALL MEET ALL CODE REQUIREI�ENTS FOR THE TYPE OF CONSTRUCTIOt� SPECIFIED BY THE ARCH ITECTURAL DRA�iINGS. STRUCTURAL STEE� 1�EIv�ERS SHALL BE COt�S IDERED UNRESTRAINED UNLESS NOTED OTHER�yiSE. 12. GENERAL A. ENGINEER'S ACCEPTANCE 1,�UST BE SECURED FOR ALL STRUCTURA� SUBSTITUTIONS. 8. VER I FY ALL OPEN �NGS THROUGH F�OORS. ROOF AI�O y�/ALLS �yITH MECHAt� ICAL AtyD ELECTRICAL COt�TRACTORS. VERIFICATION OF LOCATIONS, SIZES. L�NTELS AND REQU IRED CONNECT IOt�S ARE CONTRACTOR'S COIrh�ETE RESPOt�S 16 �L ITY, C. PR IOR TO INSTALLAT IOt� OF I�ECHAN ICA� A1�D ELECTR ICAL EQl11P�lENT OR OTHER ITE�IS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIOtVS AND SUPPORTS SHALL BE OBTA�NED. UNLESS SPEC�F�CALLY DETA�LED ON ARCHiTECTURAL AND STRUCTURA� DRA�yiNGS, RESPECTIyE SUBCONTRACTOR SHA�L FURNISH ALL HANGERS, COi�NECTiOt�S, ETC., REQUIRED FOR INSTALLATION OF H IS ITE�IS. D. PROV�DE ALL EMBEDDED �TEt�S �N STRUCTURE AS NOTED ON ARCHiTECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAyIyINGS. I�ISCELLANEOUS EI�BEDDED ITE1�S AND ANCHOR 60LTS SHALL BE FURNISHED BY STEE� SUPPLIER MJD �NSTALLED BY CONCRETE CONTRACTOR, STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC M�ASTIC - COATING Ot� ALL STEEL AND �►+OOD EXPOSED TO EARTH, F, SUBIVI IT SHOP At�D ERECT ION DRAy�iNGS TO ENG INEER FOR REY IE�y OF AL� STRUCTURAL STEEL , THE �IAt�UFACTUR ING OR FABR ICAT ION OF ANY ITEI�S PR IOR TO �yR I TTEN REV I E�y OF SHOP DRA�►INGS �JILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR, G. �yATERPR00FiNG. VAPOR BARRIERS, }�(ATERSTOP. ETC., SNALL 8E AS SHO� ON THE ARCHITECTURA� DRA�yiNGS AND AS �NDICATED IN THE SPECIFICATIONS. H, ALL MASONRY At�D STONE VENEERS SHALL BE ATTACHED TO INTERIOR At�D EXTERIOR �yALLS AS SPECIFIED �N SECTIOt� 1405 OF THE INTERNATIOt�AL BUILDING CODE. I, ALL DII�ENSIOt�S ON STRUCTURAL DRAy1jiNGS SHA�L BE CHECKED AGA�NST FIELD AND ARCHITECTURAL DRA�yINGS. ,� i� � � i��l LEN6TH OF RETURN = 2X WELD SIZE � � EMBED PLATE RE� PLAIV AND SGHEDULE STEEL BEAM RE� PLAN ` STEEL ANGLE EAGH :' SIDE UF BEAM WITH �" LE6 WELD TO EMBED ... PLATE AND (�)-3/4" Q> • BOLTS TO BEAM EREGTION ANC�LE PER STEEL DETAILER SEGTION A-A TYPICAL STEEL BEAM TO E1"18ED PLATE CONNECTION S� C i" f O1�1 1 3/4" = i'-O" � EMBED PLATE SCNEDULE FOR CAvT IN PLACE UJALLS TYPE pLATE SKETGH PLATE SIZE (3/4" = I'-O") TOP OF BEAM 5/I6" . •: C2)-#5 , o 0 X 5'-O" e ; - � � ��� � t � ' � 8.. �PI ii2° x i�-i�� x i�-q„ :� .. • . . 2„ 5.. �,. � (4)-3/4" m X 6" H.A.S. FAGE OF WALL _ b" �)-�6 (C�RADE � 60 WELDABLE) X � n ( #6 (C-�RADE 60 WELDABLE) X 4'-O" = i � a � 6 4 ' ` . _ EP2 e. a, � 6 I/�" STEEL PLATE �•• i'. - i - �' 4" � 4" - •,..: ' � (4)-3/4"tD X 6" H.A.S. � rn� J EP3 " � � � � � TOP OF BEAM #6 �GRADE 60 .. . � `' ° WELDABLE) X = � � `• 0 - .� - ry ry �.' �. . � � 6" ry .. �� I � , - : :. - - . a i i ' . ' .. 6 :. .• •• - ' a � a i i .. .• � ' � �' I I � _ .. Q ` '' ' m � - e� W ' � \ � v• ry �'� � _ ni ,� • � , .� . ♦ 6 EP4 ry 0 : ,. I I/�" STEEL PLATE • '' � - :� - % 6 a .• , ' � (8�-3/4"G� X b" h+.A.S. ; .. . . • I - ..•�. 6 4 .. • I .; �. . .� .� .d. . .2 3/4" � 3/4" 3 ►/4" �b (GRADE 60 , •i .� TOP OF BEAM WELDABLE) X 4'-p" � • i � r i . � 6 :� , a: � . . � � 6' �:.�.. Q ' a W EP5 . . ;. m m : O I 6 �/,�" STEEL PLATE . � ry ♦_ .. I 6 2 3/4" 5 I/4" � 6 i hJ-3/4"cD X 6" H.A.S. a- i . . Q :. ry 2 3/4" �' . 5 I/4„ .r r- �--� �r, � �o �, - �o 00 0� O `V v r"' e-- . d- J � .,�`z- °� "¢ o°� t_ o� Z ~ � r-. � � �. � °' V � � Q W _ � z O � J � W 0 4./ r-" r � � • �, � � � a� � • � U � � c� Monroe & Newell E�ngineers. Inc. Y.O. t3ox 15'Y7 70 Renchmark Roarl. Suite 204 n���. co��,,,w�> s, �so (9�0) )49�7768 FAX (97n) 949-dnti4 c:�,��i: a���c�n,���.�-��w�u.���� 7701 WynkWO Str�ct. Su�lc J.W UGI1vM. COIO(8A0 HO2O2 (J03)6234927 PAX (303} 623��6602 timail: denvcrQmonroe-newell.com I'O Box 295 Rly Main Saeet, S�i[e N7 Frisc.�o. Coio�nclo 8(YW3 (970) 668�3976 PAJC (970) 668-3789 E3m 'h Inuo�,rDmonroo-nowoll.com , .,w c, �; ? rt fi r ,� � � ` ;� ,�,°z.. ` , .� � `� �, N d :� '�� `' �. �� �"��"j .t (t� � '�• S; (;Cv�J����, b. l' ��',��°�,,,c,�vau�o�a,�, ,�,.) f ; ��� � � � � ��.,,% �y� :�`s�--_`..-�.�'`,..�" W V � W " 0 0 � Z � O �� � u� � C � � � p c�G cC Wm v O � °C 0 p � � � Q V _i �,�^ m � � � _ �.n � � � � O � � � PROJE�T: #1606 DRAWN BY: Jp� DaTE: 6/1 b/OS REVISIONS: Q REVISION 10 BUIIDING PERM�i-fOUNDA110N PRO�RESS SEi Q PRIfING SE1 Q DEfKS/EXER(ISE ROOM �S ADD BAY WINDOW REMOVE OPEN �ORNER Q BUIIDING PERMIi tOMMENTS $/11/a8 8/21/08 �/02/08 11/11/08 >>/2�/os 04/02/04 GENERAL NOTES • 3" TOPPING SLAB WITH bXb V�L2.IX1'�L2.1 W.W.F �/2" 150LATION JOI NT DRIVEWAY RE� ARGH (2i-tt5 X — GONT i NUOUS EMBED PLATE - RE: PLAN AND . SGHEDULE �5 AT I'-4' HORIZONTi �5 AT 10" �/ERTIGAL IivSIDE FAc �5 X � � ry 6" 0 WATERPROOFINC-� MEMBRANE RE� ARGH SLAB ON METAL DEG1G WITH REINFORGEMENT RE: PLAN [XXX'-XX"] �x±.r-1t � ��I.�1t�% �,e.. • : . •'..'. • ;•; . :.• ' . . . � �. � ' � ' 4. '. t . . • . � ...• \ �8, ..e �� . ��� •. • LEAR ( � H � I/��� �c �. OJ�� JOINT m � W � � SLAB h ��d'm - 2'-O" �5 X �+ � AT ,�'-O" ry STEEL BEAM Q RE: PLAN Pf20VIDE L-4X�X1/4 DEGiG SUPPORT BETWEEN BEAMS WELD TO EAGH EMBED PLATE L3X3: 3/4"m EXPA AT 2' V �� �� � ol �l �� 3/4" = i'-O" Ft_OOR .,IOISTS SPAN IN i OPPOSITE DIREGTION AT SIMILAR SEGTION Q � C2)-2X6 TREATED PLATE [XXX'-XX"] � n / �5 AT I'-O" X '` EPDXY b" INTO 1NAL L (�)-#5 GONT. #5 AT i'-4" VERTIGAL #5 AT I'-4" HORIZONTRL � +�5 AT I'-4" X ry � 6" (.iCXX'-XX") C2I -#5 GONT: • � .., i 3" MAXIMUM STONE GAP STONE �/ENEER RE� ARGH WHERE OGGURS RE: ARGH. OMIT FLOOR FRAMING AT SIMILAR SEGTION �)-�5 X GONTINUOUS �X TREATED RIPPED-� PLATE WITH I/2"<D ANGHOR BOLT PER SHEAR WA�_L SGHEDULE (2)-�5 GONTINUOUS 3" MAXIMUM STONE VENEER RE: ARGH �5 AT I'-4" HORIZONTAL ab AT IO" �/�RTIGAL d � '�� . t • � . #5x h . . ;�:'. 6„ ' AT I' 2° EAGH FAGE (XXX'-XX" °•; . �4)-�5 X GONTINUOUS . •• �5 AT I'-6" BOTTOM � �. . • � . ' ! �. . 'a . •" � �. •;'. . . . . • • � . •. . , � � 0 'g. °.� : . ' .. . �+' . . .;.. 'a . � • .G. � ° ' � .. — '' • .. .4. ..� , . �� '.�S ' . .': . ': ' •• � •� o ' • '�.' ��� _ � �i III� � III� m J RE � PLAN v S�C�" f 01� l� 3/4" = I'-O" 3" MAXIMUM STONE �/ENEER WH�RE OGGURS RE: ARGH �X6 TREATED PLATE WITH I/�"cD X 10" ANGHOR BOLTS PER SHEAR WALL SGHEDULE [XXX'-XX"] (�)-�5 X GONT I NUOUS �_� � �-� � �X6 EXTERIOR WALL ��M='� WITH SHEATHING PER SHEA�R iNALL SGHEDULE L3X3x3/8 W�TH —� 2X RIPPED TREATED PLATE 3/4"� X 4" EMBEDMENT WITH i/�"Q> X 10" EXPANSION ANGHORS ANGHOR BOLT AT b" AT .2'-O" -3" MAXIMUM GONGRETE EpOXY GROUT TOPPING RE: ARGH �5 X 2'-6" AT •FLOOR SHEATHIN� 3'-O" WITH 6" EMBEDMENT IN GONGRETE WALL ::�%;;;:',:�: � ` ''':x'"•� �5 AT I,�„ HORIZOIVTAL RE= PLAN FLDOR JOIST RE: PLAN 51MP��ON MIT HANGER I/2" ISOLATION .101NT 4" SLAB ON C-�RADE WITH W.W.F. ON 4" GRAVEL BASE J� RE� PLAN I-II I RE� PLAN ��III� �� � m �� c�r � o� 13 3/4" _ �'-O" �5 AT IO" VERTIGAL INSIDE FA #5 X � AT 10" h 6" _x'- �� � s • ". ♦ � � � RE: PLAN � � � 5� C� I 01�1 11 3/4" _ �'-O" L3X3X3/8 WITH 3/4"4> X 4" EMBEDMENT EXPAtVSiON AiVGHORS AT �'-O" 0 �5 X �. AT I'-6" EDC�E OF FOOT I NG �5 AT t'-6" —� �5 AT I'-O" III: � �m►� . .. � . .� % . ��ii :��• � �' •� '•. .�a � . :. �. EXTEFZIOR WALL WITH SHEATHING GONCRETE TOPPIN6 RE� ARGH. FLOOR SHEA7HINC� FLOOR JOfST RE: PLAN 51MP�.�ON W HANGER �5 AT i'-6" HORIZONTAL �5 AT I'-6" VERTIGAL �5 �/ERTIGAL (TYPJ '-4" FOR �5 BARS '-O" FOR �b BAR ... •• � • . . . .e• •.a . � . . . � � •. •,• �.� � .:; . •. (fl m ' � tt 6 . � � , • • HORIZON O O � REIN�OR u- � ' a ' (TYP� � �, : m � ' •. � �5 VERTIGAL (TYP� WATERPROOP I NG RE: ARGH. 3" MAX. STONE VENEER- AND GROUT WHERE OGGURS RE � ARGH. EXTERIOR STUD —� WALL WITH SHEATHING �X6 (TREATED) WITH i/2"G> X 10" ANGHOR BOLTS PER SHEAR 1NALL SGHEDULE [XXX'-XX"].` � �I` L2)-#5 L3x3x3/8 W � TH 3'-4" FOR �5 BARS 3/8"m X 4" EMBEDMENT EXPAIVSION ANGHORS . --#5 AT i'-6" HORIZONTAL • 4'-O" FOR �6 BARS TYPIGAL � AT 2'-O" ' :' � GORIVER BAR � ° •� " I/�" ISOLATION JOINT EAGH FAGE 8" tt5 AT I'-6" �/ERTIGAL �. . . � • � � z #5 ar i�-6° x � � �° � ' � � � GENTERED t�j O" : � � ; �° • .���� � • Q Q . . . Q �� 4„ SLAB-ON-GRAC�E � ' � � ' :.. •. � � Q ., ' •• • WITH W.W.F. • RE� PLAN (i1 � �5 VERTIGAL (TYPj . � � � �� I) ��� (XXX'-XX") '.; ; � ON 4" OF GRAVEL BASE � � , .,,� � � _ � , • �. 'a. � . . � � HORIZONTAL BARS - � � ' " • • , RE• PLAN � EAGH FAGE � � � � . • ' • � ' � .. . �=11 : ' � ' •.• � • .. . .' �� . ' • ,� (2)-#5 GONTINUOUS _ d •— x =�c -.—:x -''; x -- x' � -- O � _ _ ' 4 ; . .. •' ' � i '�- � 0•:ou.°•0•:ov.° 0•:o�r.°•0•'osr. - - . • ° � � �I ... �•. ;', �n i _�) (_II �. :.� •�� Oo.°.0 po°q0 �!'Do.°.� �Oo°.� RE: PLAN � O . tl1 'sj' _ :.• ' ' _ , • • ., �• . •. . a — _ � �: ' � . �� i7 =1� m �t • ' . I i " - � PL.AN m J . , � , •. : �, . .. . • . •. .• 11 �� I� .• IN I RE: v ♦'...• 'i° � '. ' � .� •�� � • ' ��" ' � • • � �' . � �. • • ° �/ERTIGAL ',4" FOR �5 BAR �• . •. ' �� . �� . . , ' �y �� ' _ BARS EAGH — �� �� OU T S I D E FAGE '-O" FOR �6 BAR a5 VERTIGAL ����� O� � RE: ��-� _ Q CORNER INSIDE CORNER �TYP� RE� PLAN � PL N PLAN m W CORNE R D E TA ( L 3/�4" = I'- D" v — T1'PICAL WALL Il�1TERSEGTION RE (NFORCEMENT GON7RAGTOR NOTE: _ 3�-0�� SEE C-�ENERAL NOTES ag AT I'-6" X �, � � � � � � O� � BEFORE BAGfGFILLING �����Ol�l � m 3/4" = I'-O" I/2" 150LATION 4" GONGRETE SLAB- 3/4" = i'-O' JOINT ON-GRADE WITH W.W.F. ON 4" GRA�/EL BASE DRIVEWAY OR EXTERIOR WALL EXTERIOR SLAB RE� PLAN WITH SHEA7HING FLOOR r1015T5 Sf�AN IN RE� ARGH.; ON OPPOSITE DIREGTION GRAVEL BASE PER AT SIMIL.ffiR SEGTIOIV SOILS REPORT RE :13/52. � � • . �. . ♦ NOTE= WHERE EXTERIOR SLAB OGGURS PROVIDE I/2" 150LATION JDINT BETYJEEN SLAB AND FOUNDATION WALLS. RE� ARGH. FOR SLAB LOGATIONS AND ELEVATIONS i/2" ISOLATION JOINT 4" SLAB-ON-GRADE WITH bXb W2.IXW2.I W.W,F. ON 4" 6RAVEL BASE RE: PLAN h — N � �- —� s =� .—•- x -� X -� at . ' °• 0 o�r °•�'0�'.°o�O� 0 0' a�°�' • � I I �'I I��00�.4.��'OO° O.<,C�'OO° 4.�,�' ' 6� .,� _ �_ 2 I/�,. -EXTERIOR WALL 3" MAXIMUM x— x-�.- x�---- % '� x'�-e�-� x--:- x;- ` x=� x 2X6 EXTERIOR WALL > ! • . • WITH SHEATHING STONE VENEER p'o°O,(�p'o°O,�p'd°O,Qp'o. ' ' ' '�$e �X6 TREATED AND GROUT t � __ WITH SHEATHING PER �p, 0 o�tp. p; oiiR�:,;�c�oi� �' :. � .Oo°.��Oo°.� C�'Oo. [RE: PLAN] PLATE WITH I/,�"d� Q t SHEAR WALL SGHEDULE ' 2 RE� ARGH. �"`� "^`� �-(I • ANGHOR BOLT PER e•. • ' ' -"' � •- ° -"' 3" TOPPINC� SLAB WITH SMEAR iNALL SGHEDULE 2X6 TREATED PLATE G2)-�5 GONTINUOUS � �w� ��� - • III-� � REITVFORGEMENT C2) �Xb TREATED WITti i/�"cD AhlGHOR -1) •� (-II�" `fl RE: PLAN (2)-#5 GONTINUOUS .� PLATE BOLT � s�5 AT I'-b" � �,. • I�' #5 AT i'-6" X�1 �1NATERPROOF I NG . VERTIGAL 'e 6„ MEMBRANE RE= ARGH .� • [XXX'-XX"] 0 3" MAXIMUM GONGRETE z 8 �RE� PLAN) '�II�II�I1�111�11 q'• .: � 70PPING RE: ARGH F SLAB ON METAL '�jj= �jjj ��jjj= •' � � tt5 AT I'-6" ' DEGiG WITH RE� PLAN �1�111=111=111 : , . �: • . . • .. . ,. , • .z.. ... .... . . � HORIZONTAL �� � y��=�� (I—II .' �.�„+...:.r..i.'`,�."�..^.:c::.:(ti',��::�.�:::i>�:�':�'��y,;rt REINFORGEMENT �Tt- • • • • • . .: � ' °"'� ' � TIT •.• • ' , , . • . , • • ��� I � �• �' WATERPROOF►NG RE� PLA �III � � ' ' . , . . • ' . , . . . . 0•: otr ° . i- �` • .Oo° O, C�Qoo O,� • ♦ 4 . . � . . . a � � ,; ' . d • . � � RE � ARGH. �,.�II , "'�II�II �r';°oYp.', , - .' ,� • ' ' a•. '�.��' . . x =--. x • �6 AT 8" HORIZONTAL � � ��Oo. ' ' � � ' ! O ' . •' ' • . .� � ' . •!' •�o . -�II=III� Ott.�•0•:O ' :OSf � ' ' ... � •• ' ' . #5 AT I'-6" �ERTIGAL '� 111=�p n�'Oo°.0��' ,00 ,� .a� � RE: PLAN 1� ..,� n • • , • .'I�� i��-�5 GOHTINUOIJ� � • �,r.��`-� ��� ir ------- ' • - e . �II) �i- � -n- L .-; �5 AT I'-O" X� � � r RE� PLAN STEEL BEAM`RUNS IN EPDXY 6" INTO _ �� •a '�: FLOOf2 J015T RE: P�AN -� = OPP051TE DFREGTION , •• i/.�" ISOLATION JOINT �`� i_6 '• FLOOR SHEATHING AT SIMILAR SEGTION � ' C2)-�5 GONT. � .� ' ' �./ � � � ( O � � STEEL BEAM `� �' � 4" SLAB-ON-GRADE �:• :•• #6 AT i'-O" VERTIGAL RE� PLAN #5 A7 1'-6" X_ •., . ry WITH iN.W.P. . �RE: PLAN : •, , ' L4X4X3/8 WITH 6" �.e ;* ON 4" OF GRAVEI. BASE �' 3/4"� X -4" EMBEDMENT EXPANSION ANGHOR . RE: PLAN 1/�" ir-�OLATION JOINT AT I'-O" =11 ' • ' . ..• . . .�. 1/�" ISOLATION ,�OINT 4" SLAB ON GRADE WITH W.W.F. ON 4" GRAVEL BASE RE: PLAN RE� PLAN� �5 X GONTINUOUS G2)-�5 �- • • •— x —s -�-.x -r- x ,— x �11 a . . .. • • . . • . �6 AT b" HORIZONTAL ' 4" SLAB-ON-GRADE WITH : 0•: ost.° • 0•: Ot/.° 0•; ov.° • 0•: ou'. � e W,W.F. ON 4" 6RAVEL BASE _I �� _ • e - - •' Oo°.D �po� 0, d'po� O,�d'Oo° �� - 4" ' �RE: PLAN � t •� : • • ' ''e II'.'lil �1�='' ;p '. . . • ' . . • .� _ . e : ; I I�II � �6 AT i'-O" X � • . .. RE: PLAN � . , �� � � . . 1T� 'ry . . .4' Q . . . , "_� � � � ~ � • '�� ' ° . �a�. � - 6�� � �. �• : in lxxx�-xx��� {�i � ir -�i _i� � v . , � . . � . •: . x. �_ x,__'x :T- x. � x : 2 x ' RE� PLAN ilii�l •• � .0•:ox.°•0•:0�.°•0•:o+r.°•0•:ov. •0•:ox. - = Oo° 0 �'Oo° 0��"Oo°.���'Oo°.4.��Oo° D, ' . ' •a ' � � 11=1I �� I�'-` 0 �� �.�•' ' .' .' �. i'O� �i�.rl. S � � � I 01�1 8 � �°���. �...�.. . .. : : ' �-: , � � 3�4.� = I �_O.. � � � . a. ' � � I. �II . o '� � RE: PLAN tt4 X 2'-O" 2'-O" � (2)-�5 GONT. AT I'-O" RE � ARGH, FOR GOLOR REQUIREMENT � (I)-�4 AT — EAGN TJOSE RE: •. ; •, • • . � :. s 'T��.� : .�, . . . , . o,00 o \ . �'� � a �� o•o. . . . , p.,o '.,. � ^;o°Q � \ '•'• •'•'• •• 6-. + �iy �5 AT I'-O'• � � .. • • �, �� EAGH YJAY � � , ��� . c� '� . . •. . . • .'a' � ',� .—: x —x� . � �6 x ��-o° �._o., . ° 0�: osr (°� : ov °' AT I'-O" ' O.'OO.�.Q��J, _O� O 09.0 •' y ��il����IIIIII� -II I 1�111= -- C2)-�-4 AT �II—II —ITI=111 I =1 �it1-111—I BpTTOM (TYP,j m � 6,� J V T1'PIGAL DETAIL AT STAIR S�CT�01� 9 3/�+" _ �'-O" PROVIDE GORNER BARS X O� " TO MATGH HORIZONTAL � REINFORGEMEN7 AT EAGH �. END OF WALL S � G �" f O�l � 3/4" _ �'-O" INTERIOR NON-BEARING WAL.L F2E: AiZGH. CU-� 4" GONGRETE — SLAB-ON-GRADE WITH W.W.F. RE: PLAN _ V � • ., ' /; �' 'x = x ��. x -+-�- f� . a . �. . � % �/ ' �. • � . otr ° 0•: ov ° 0•: �W .. . . • •*' ' , ii�P°,.�0,�'Oo°��Oo;,. ,/ _ • x � �-•. x -�� x a ' ' • 0 O ° • 0•: O+t. • 0•: Ov.° • 0•: o • . . . d� � . . � '' • " " - ^ °.I�� •� � . = i�%—#�J - ' r GONT I NUOUS J -I -_� � i�l i 1= W � � �-o,. m�� `� 5� C T I 01�1 3 3/4° = I'-O" STANpARD HOOK PROVIDE STANDARD RE� PLAN HOOK IF TENSION Ld. � _ IS NOT DEVELOPED . .. . a : � • • • ' . � .. . . . . � . y' .. , ! � ,. . . . � .. :• . : a .. � • � .,. • � o ' . Q � ., . _ ... ,: �: .. �: .: . . ; . .� �-� . • •, ,.. ,. a ,� ,..a�. . ; .,. .�. . .. �• . , •a . RE� PLAN . � " • � �• •'4' � � W •.'..•. . • '�' �' '. .. • •'4 , .���� Q � •' .•'. " . • ' � . • ' . . a . � • . � •� � .' • . ' .. :. . .., ua ' • '4 .� a � . � J , �•.. � . . � a• '�� I V .. '... • , .'•.. . . � . '.•; • _ � � � � .. �• � Q � ' ��• : : �; .� ���,� . . � . . :. m a���� � -1 •t • . ... . • . .. : _ , . .. a � . . ' . Q. a' � � • . • . ' . '� • ' , , • •.. ' . . . ' • ° TYPIGAL FOOTINC� .. ..:• a,. .. . � . . . � . , ••a .•'. . • '. . • REINFORGEMENT . , I� . � . . , :� . i QSTANDARD '���! BftRS TO MATGH W ENSION LAP TYPIGAL FOOTINC� -� REINFORGEMENT v m TYPIGAL STEPPED FOOTINGz DETA L S� C T f 01�1 � 3/4" = I'-O" r� ^ � � �o �.n 00 o�O. O ~ v '"" r-- • �t- J O �t r' � � Q � F- o� z ^! � r� r�- � �. � ° �a cc � � � �S W _ � z O � J � a� W 0 �L/ ^ � U a • � c� � � � � � U � � c�S Monroe & Newell Engineers, [nc. P.O. D�x 15517 70 Benctunark Road, Suite 204 Avon, Colorado 81620 470) W.9-7768 I'AX 970) 949-A054 8mai1: avn�qmonme-neweil.ceim 170t Wynkoop Slteet, Sui�e 200 4cnv<r. Colorado R0202 (303)623�492� Fnx �so3� ez3-�tn F?rnxii: aknvc*��m�nrur.-ncwcll.�om 1'O fioc 295 GI9 Mxin Svcet, Suite #7 Prisco, Colorado 80443 (970) 668�3776 FAX (970) 668 3789 �.�„a�i rr�s��@ „�,�«� �w�ii �<>�„ �, ,: ��, ,,-, , , .,,, � � , � � , ' !''F<� , -�.a� � r,°� � ����� r '�� � ��a�i � > � �; � � ,C�'�. � fl�r � �`�,�" S` ��',.. �,'': n �' �r !>"� ` � �� ���l� �;�5�-�./� w � � W� � � Z � O W �� `�' ..�w t,� Oc� � y o � � � � � � °C � O � �-+-� _ � V °C `W+- 4 J �_T��� � m � � ��1 — � ^ � F�- _� � � � � � PROJE�T: #160b DRAWN BY: ��$ DA1E: 6/1 b/08 REVISIONS: Q REVISION i0 BUILDING 8/11/08 PERMIT- FOUNDAiION PR06RESS SE1 8/21/OS Q PRIfING SET 9/02/08 � DECKS/EXERfISE ROOM 11/11/08 Qs ADD BAV WINDOW 11/21/08 REMOVE OPEN fORNER Q BUILDING PERMII 04/02/09 co�E�s DETAILS EXTERIOR WALL SHEATH WITH SHEATNIN6 STONE Y �X6 TREATED OGGUR� PLATES WITH I/,2"� X 10" ANGHOR BOLTS PER SHEAR WALL SGHEDULE (�)-#5 GONTINUOUS HSS GOLUMN RE� PLAN 1" MIN, SHIM AND y.(ALL FRAMING AND — NON-SHRINK 6ROUT pLYy�OD PER SHEAR WALL SGHEQULE 4 1/�" I MIN. �� �E: MFR. FASTENERS I1J STUDS PER H.D. MANUFAGTURER i3)-ROiNS OF IOd - NAI LS AT 4" STA66ERED FROM ���„ FLOOR SHEATHING 'RE: M TO 2X8 MITV. .�XB TREATED PLATE EXTERIOR WALL WITH SHEATHITVG (�) 2X6 TREA7ED PLATES i WITN 1/2"� X 10" ANGHOR BOLTS AT 6" 2X6 EXTERiOR WALL Q WITH SHEATHING PER GONGRETE 70PPIN6 � SHEAR WALI. SGHEDULE RE� ARGH. FLOOR SHEATHING � � � �X6 TREATED PLATE : , � XXX'-XX" �� (�_ �� �� �p (V .: ° .;±.:.,,,y.i�. � ••.. .:.�,.�:Y,.> +� .,h„,:., . WITH I/�2"� X 10�� •" �OUNDATION YJALL •�:��».C:;;�:�`•,°'s.':�r.,`: "`'•"•�' ANGHOf2 BOLT P�R � ...a <^.-;^�,�:': .. > k'�^: '� j ��_ ..� �-. ' _ WITFf REINFORGING SHEAR WALL SGHEDULE .:a . • '� RE� FOUNDATION �°` (2)-�5 GONTINUOUS � � , m PLAN AND DETAILS .•� GOIVGRETE TOPPINC7 ��� BASE PLATE WITH a n( (3)-;Zx STUDS MIN. _ • C��-�5 GONT. 'Q � ' RE� ARGH. C2�'�L2"m X 10" ANGHOR � AT EAGH END SIMPF.�ON HD 'll-II) II-III 4�' •,� • ' •• BOLT AND I/4" SIDE r"-1 �• OF SHEAR WALL F'ER SHEAR WALL .. � � _ � _�� _�_ , : • ' � :.: ' FLOOR SHEATHING L_J - - I/�' '-1�11�I I • � � : � ' .II III—II • PLATE WITH (�)-3/4"Q� --�— ' • •' ' , ' ' , X 4" EPDXY ANGHORS •. � _��� SGHEDULE . � - ��TI1- •. . . s . �_��� ... ' -0- j - STUD 1NALL WITH 4" 4" .2 BAYS OF BLOGiGING Z a,' ' • SHEATHItJC-� PER SHEAR (5" aT PANELS AT 2'-O" � �•• ; ��, ��,;`y,`.., .ti,.''s`:"' ;v.` s r::';-;� S,•,� �1w".:; -A-- - - �5 AT F R I T �., �,. - WALL SGHEDULE 4 � . . SIM) SIM) L.00 JO S GLEAR GLEAR .. • .... . . . . ... .. ,2X12 TREATED LEDGEfZ - SIMP�.�ON HOLD DOWN RE: PLAN .'� WITH 3/4"cD X 4" EMBEDMENT ��''�' � �I 3" MAXIMUM GONGR TE RE � PLAN '° E EPDXY ANGHOR AT 2'-O" _ ''a TOPPINE� REi ARGH. • tt5 AT 1'-6" HORIZONTAL ' TREATED PLATE ,;�°�� \�°'°����� ����°"�,,,..�� " �b AT 8" VERTIGAL FLOOR SHEATHING . ..,. ��� .�� • � � 3/4" 2 3/4" ,.�... � �� �,.,.. � ' �HDUIIe -1/8"lD � • � � BOLTi ER SHEAR WALL o � \\ � ' � � .• ' • ; THREADED ROD X 10 \ . , �� a: SECTION A-A CSIMILAR� H � � � . � � 5G EDULE o � �/2^ EMBEDMENT \ _a �5 AT I'-O" VERTIGAL ' :�_,;•,T,:}:;�:+�,,��.;x.-•:+•�. •�;.: • • 4" : 4" � BAYS OF BLOGiG►NG USE AT UJALL STEP�'-v ;�� EPDXIED INTO '° I/2" ISOLATION ..lOINT EAGH FAGE '� •';• =•:�•�':•T •,.,;��;`.''•:�:�Y�"+',,.';.°'.`"; ..�� . _ . PANELS AT 2'-O" � FOUNDATION WALL � � • •. •_ (5" AT ' a (5" AT 3/4" = I'-O" '*. .� _ � WITH RED HEAD G6 ,` `fl � •� • 4" SLAB-ON-C�RADE '•.' SIM) ' - SIM) FLOOR JOIST (y � EPDXY ADHE5IVE \ g X AT 8" �a' ' •v RE: PLAN a• �? � HDUf3 AND HDUS� \ 6 � WITH W.W.F. ' � RE: PLAN �6 AT 8" HORIZONTAL � , , . ; � • � � ;� 5/8"<D THREADED °' � EAGH FAGE � �•' ' ROD�i X 5 5/8" � ED6E OF ' ON -4" OF GRAVEL BASE '; . #6 AT i'-O" HORIZONTAL • . � EMBEDMENT EPDXIED � FOOTINC� �6 AT 8" �/ERTIGAL � ' ' �3 • „•�. ' .. �a RE: PLAN . ' e• _ d . �°�� INTO FOUNDATION '� � • � :.;a.'•. h .. ' �.. � WALL WITH RED HEAD � � � �� ' . -x—s-r-,x-,i-it���—'z° � a�• 3/4" BASE PLATE : ' ` .: � ' � G6 EPDXY ADHESI�/E � �5 AT I'-O" ill I � �� • � � � V2" 150LATION JOINT WITH L2j-I/.�°Q� X 10" .. .. 6����.....�\....,.....,\ \ . . . -�1�) I ' Oo� o Oo�� o Ooov °��oOm �� ��, F ANGHOR BOLT -@- - - • Q ' � ...�\•"°°°�� , . . . , . . ' °.0 CS' 9.0 CS' 9.0 CS' o - REO ORA OIST ��.,.,.,... ���...,.,.......� + . • � �.. . a � � � AND I/4" SIDE PLATE � .• • • . .•• • . • a. . .• . . : •. • � . . • -0� _��� .. •. . . ••' ` ' �'• ' . • , .• • � -" � "� SIMPSON MIU r-1 3 1 L� "_��1 ��4 IL.2" � • . 4" SLAB-ON-GRADE WITH (�)-3/4"�D X 4" . • , . . • .a . ,, �• � ` . �•• • ; . � • . ( (I� HANGER �6 X �j- AT 8" •a' WITH W.W.F. EPDXY ANGHORS L_ - - �.,.4 .' •�'. • � ' . . a � , � , . . : • . • RE� PLAN � � ' . . �� . "��� '• ��' �'�• � •• � , . , y•. 3X12 TREATED LEDGER EDGE OF ' ON 4" OF C�RAVEL BASE �- . ' - II _ ' � ' • . '' • . ' ' � . � � � . '' . . � ' � _' ' I - . WITH 3/4"� X 4" FOOTING � . ' SE CT I ON A- A �I I�f � � .� • ANGHOR AT BPDXY ;. :� e RE� PLAN � ry RE: RE: - Q �5 AT i'-O" X ry �5 AT I'-O" � j �- x=.K �,x -� x�` s.+ _ J EAGH FAGE (�° i/2" 150LATION JOINT ., RE� PLAN LAN PLAN t41 W •a •�I�II� � •0•:orr.°•O�:orr.°•0•:o�r.°•0•'ox. � •, _ � .. oa� o C�oaa.o CS�oao o CS�oas.o � � � � � 0 � � . ,. , . �•'• • .••. • .., .•�� •,••',. ..� ... . ' '' .•. - 23/ �3/4 /4 = I'-O" SATI-O �1 /'� ' 4„ # (XXX' XX") RE� PLAN ' � '• ' � tl � j� � 3 �(�J� /( � _� • � TOP OF SLAB . . � . . . ' .d . .' ,� � ; a, . • '� . � . ' � 3 V � V � � � � � � � i . ' • •. ..Q . l . �� . e , •.e. t /� � a i . ' .. .. :.. : �.. , a 'a . ' . . i ' C'J' E �i T 1 O� ,� — .`� �� . . • ��. • �A � . • . , •� . _�i ! 3/4" = I'-O" . •. ii� ��. :. 4 � .�:� - .. . . �, �.: �. � .�� � .� ,:� .• :: . �- TYPIC,4L TS COLUMN ON FOUNDATION UJALL �� -�— — �� �� .. . . .., �.� . r '. . P• • �_ x._z x ' C� � I O� `� � .. �) � — - — ( �— � � ' a .1 ' .'�. . . . � . . . . ��� �.lJ'��O Q �,� RE: RE: - Q �./ � C�� O I � �..J V . RE: PLAN LAN PLAN fn � = Q � . • � � d . ' . . ,. : Q�;� Ro On�„• � 0�7�„•n � 3/4" = 1'-O" � �" MAXIMUM h�• SI.AB ON .� _'•'.'.' � ' • . . ( L #5 AT I'-O" O DEF9RESSION FOR C�3RADE WITH �,�� ( �r. _,��' � iJ � C�� O I �i I I SPA ED6E / STONE REINFORGEMENT (�)-�5 GONT. J GAP�i2E: ARGH RE: PLAN ON 4" �RE= PLAN v 3/4" = I'-O" 6RAVEL BASE � RE: ARGH 4" SLAB ON GRADE '� � � PROVIDE GORNEf2 BARS X- 4'- � ' ��� � ,•a • ' ' TO MATGH HORIZONTAL � WITH W.W.F. RE� PLA1V � � ' ON 4" 6RAVEL BASE � /'''' * �X�4 1GEYWAY '� �''�' � ' ' �' REINFORGEMENT AT EAGH %" SLAB-ON-C2ADE �� V� � O i `! � a� �. .q� •� OA• p•• OR• p•, OA• OA 00�.0°•o0(,t1�•o0Q.0°•o END OF WALL � WITH REINFORGING ON IXXX'-XX"] '' i• 4" C�RA�/EL BASE . • n•.qo' •n•.00' „n•.00i��;on•. 3i4° _ �.-o„ ii'�in=ii iii=n� �RE:PLAN ° � ' ii ��iT�iii II�,-,II n-�• � � � � � O I �l I STONE GAP (�)_stg x � � �'-0" RE: ARGH GONTINUOUS �', �. 3/4" = I'-O" d � y, . WOOD GOLUMN � �0 .. .. �.. �f?E: PLAN RE� SHEAR WALI. �X6 INTERIOR :� �5 X i AT I'-6" ,• ., . •• a 2X TREATED PLATE SGHEDULE FOR BEARIN6 AtJD/ � ry OR SHEAR YVALL '• ' �� ° •�' •' a WITH I/�"C> X 10" SHEATHING AND RE: PLAN �P� 8" �°•0 0 �°•a^ O�OO 0 �°•o � 9 ANGHOR BOLT EAGH Q' � Q' :• 4" SLAB ON GRADE FASTENER PATTERN .� in�;,•n�..AO oin�:.' ��ci on�:,` �.Ro oh�:.'� -. � SI DE OF GOLUMN �'-O" — C2)-�5 X GONTINi10U5 WITH W.W.F. ON 4" G2i-#5 GONTINUOUS 4„ G-�RAVEL BASE �X TREATED PLATE WITH _ RE� PLAN I/�"m X IO" ANGHOR BOLT I/�" 15pLATION _IOINT tt5 X � AT I'-b" � PER SHEAR WALL SGHEDULE �5 AT I'-4" NORIZONTAL �V �: ___ 4" SLAB-ON-GRADE 3" MAXIMUM WITH W.W.F.'i2E:PLAN : • � -- x.�. ..T � .,++- —:��. x .._.._ x •_ � � . STONE VENEER a•. • � � ••.. .•' ,; ..• • • • .�. .. ON 4" GRAVEL BASE L3X3X3/8 WITH 1 il-II I - RE� ARGH � ' � °.. •. ' � - ' 3/4"cD X 4" EMBEDMENT �I�II�IEI1-''• •°,• ,•C- � � ° • •.� • :�•;;�,Q,•. EXPANSION ANGHORS � I-�II� �-�" � � . •• ,.,•p•:Q; •:;' � , � a � .•o• ' .• . , p.,.�.. e• : (XXX'-XX") 8" SLAB ON C�RADE AT �'-O" ��I� �III � ° ' ' ' Ir WITH REINFORGINE� , (Y -111 I I-I I I-I�-I I I I-I I 111= _ x:�+= it 'e �.� e.. .-== x=�� x---. RE: PLAN ON 4" • ' • .� " - Q �� ����-�-������� �- REINFORGINC,-� � o 0 0� � o GRA�/EL BASE ' #b AT IO" �/�R71GAL � � � m W 4" RE� PLAN 4" RE: PLAN °.00�%.�.°.00���.°.00 Oo.°.� �Oo.°.� �Do° •" .. �s x N � '— a � • • 6 #5 X � AT �'-O" � � � : . +: : ` �'. _ '. . ♦ • s � ' � ' AT I' �" EAGH FAGE � b,. � �Q .. a : �� . . .• O • . f d ..,. � . � + . �. .. � � L./ � � O I �t I � . . �� .- . . � . �a — �Xb EXTERIOR WALL WITH SHEATHIN� PER SHEAR WALL SGHEDUI..E XXX'-XX" -�5 AT i'-b" ,.2X6 TREATED PLATE VERTIGAL WITH i/2"� ANGHOR BOLT PER SHEA�l2 WALL -tt5 AT I'-6" SGHEDULE ' HORIZONTAL • ' C2)-#5 GONT. �� ' ' :� ;' �I � ��=��TC� . �. • • � � � ID 2 (XXX'-XX" °�. (4)-#5 X GONTINUOUS C2�-�5 GONTINUOUS • _ .. �.. . ,° .` �' � � . . • • •. � :.• :'' •. ` 2X4 �GEYWAY � G EAR Q•. i ' G EAR 3/4" = I'-O" (4)-�5 AT SIMILAR ��� iG .�T i�� �ro:•0:° uo:•0••� xo:•0:° �ro:0 ` xo:•0: � IMP50N MIU .0 °oOb.� °oOb.O °oOb�� °00���.°.00� .� HANGER • • #5 AT I'-6" BOTTOM ' Q% n n• n• r r•• . ��n _ •�. �5 AT I,-O" RE: PLAN -� (I-II �-II��"-' ' •: � � 1�=1(1=I I I�I I�I � ' 3" MAXINiUM GONCRETE .. AT SIMILAR �% ��_T*' �5 X ry AT I'-b" TOPPING RE: ARGH ` e . d • • FLOOR SHEATHING • � � : ' ' �. : < . . • :t � a , ' •a l'f1 2'-O.. �.�. .�: � . : � .... O • � • • , � EXTERIOR WALL � � � � f O� 8 d •4' � ' . ' . a . d • •• . •''. I_) WITH SHEATHING � � C � ( O� �1' . � .: •. ::�. , . ,.�..,.., • .•� .. .. , �•, •. • ' C - ' '��' S �. . '.' 4 ' ' ( e$.�o+� '.f'SC.' a:rljri:e.-.a� `ii::•:`•'�i: • 3" MAXIMUM . • . �r ♦ _ — 1' � i. r . • �.t. J .. :�l�)::•. _ . ii : a . . . . .. . . . , . . � 3/-4" - I' O" . ,. . STONE VENEER , � . f =1 3/4" = i'-O" t _ Q - I I�II I I-I RE: ARGH m W RE� PLAN 2X6 TREATED � PLATE WITH DEGiG W TH ETAL t I/2"cD X 10" ANGHOR REINFORGEMENT ����( o� �� BOLTS PER SHEAR 3" TOPPING St_AB WITH �L WALL SGHEDULE REINFORGEMENT RE� PLAhI 3��„ _ �,_�„ RE: PLAN TOP OF SLAB Q SLOPES TO FLOOR � [XXX'-XX"] � DRAIN RE� ARGH LXXX'-XX"] STONE GAP 5 X�'-6" AT I'-O" YVATERPROOFINC� �•� ' EPDXIED 6" INTO MEMBRANE RE� ARGH RE: Ai?GH (�)-tt5 X � WALL GONTINUOUS `• �' a: . . L4X4X1/4 X 3" MAXIMUM STONE '•" x �x� : '�—x�Y.=-axr--xg-9-x-,--.x° �f GOtVTINUOUS WITH . . VENEER RE: ARGH . a ' • . • . 3/4"� X 4" H.A.S. , � . e . , . • ' ' � ' : i . ' ' . � ° ' AT I'-��� ' ' ' . . �.. .�• � '� ° • •� ' �5 GONTINUOtJS— ' ----,-- ---��.- �-�_--•-,-aa---�_�-=-- --- > � l�7-�5 X '.4 , L4X4X3/8 WITH . � ��-p�� ?•. � � GONTINUOUS •� • • EPO ED 6'4 NTO 3/4"N X-4,� .. Q - . tt5 AT I'-6" 4�� . WALL � � �5 X Q AT I'-O" � + � EMBEDMENT . ., m Q � �..� � + VERTIGAL ' EXPAN510N • a. �(� (�j ' �5 AT I�_E��� ''• ' e � . . . . , ...- . . . � '. ANGHOR AT I'-O" �;: � ry O W •��• � �• • ' HORIZONTAL � ' • • ' , • � � � � � �„ ' � •, �- a .. � � - � : . .Q • d • '• �. • . • a : e .. ' .. •. ..'• •.; ... , . . .•• ' . .,•:a. •. ., . . . . . . . �. • o�: o� o•: o� . o•: o� o°o a o°o o p.o°a o p,o°o 0 x . �• � '' • o,p'Q� o,o o • p�: oR• p• os• p.• oR• p.: oa� % AT I'-O" �. 5P� .a SP�r �X4 10EYWAY .Oo;,�i'<l��Oi' �� •O,o;,•• n n•.o%�•n•.o��?�'i°i��(,n�.o verzrica� � ME CNAN I CAL � r'i��' (j`ti1'—�t- —1_itTi—�t—�1=1� •: ,�: • RE � PLAN ' a I I 1 I-) I� I I_ �-I I(=1I (=1 �=111= ttb AT 6�� ROOM � . . ` � - . . ii-��ii—in= �ii=iii_iii—TE HORIZONTAL �• .: �� s+5 X ry�AT I'-6" :, � '����L�_II�II� 8" SLAB ON C�RADE �Il�lllmlllmlll�.� t : � • •'' 4., • r'' WITH'REINFORGING ''T=Tjj-j(j- � • � 2'-O" �• ' a� Iln,�l.- RE: PLAN .III�IIE ' . ��� �=� . `.._ .� .� , � . o � . G�'}� ^ p(� —x� .—��=x=a=�k�s-=;x-i-�x—,x.--�ii�. •;� � a. � . . . . f : . . . . � : a� ' I J I t-� I I` V ' ' ' . . . r . 4 ' • , . • • . • . " . ' ' •0•:O�r ° 0•:Otr •0•:OV ° 0•:OV. ' 0•:OU.° 0•:OV.° 0•:Ott.° ,•, ' ■•• � . • '' . , Oo°.�. �Oo° �� .Oo� 0��'Oo�.��CI,Uo°ef:�0'Oo� 0��'Oo°.0 � • . • • . :. :• , ' � a . • s� : c : •. . • , • . ' � . ,... ... � . , e • a ��-�� (��` RE� 4/52.� POR "� _ . o . '.o. ., O •. •' •Os .. . O' p• ' p ' p pY w ' I1=11 r BO TOM OF WALL � � 0•: o�t 0•: otr 0•: oar 0•: ott• 0•: orr. O o Q �.O o p O o Q�,O o Q O o p� . T 11=11 Oo°0,�'po°.O,Q'po�0,�.%'po�0,�'poo0, '0•:OR•o p•;OR•a•p••OA•o p••Ox°,:p••OA• ..: c, c� �.� _n h.,n•.o n.,n•.o h�n.,o n.,;n,.o_.iz.;n_o RE� 6/52.1 FOR � IIT GONDITIOH =rll '• • II-II%`Ili`� 11-11 � 11=11�111=�' i-111-111=111=111=111-�' BOTTOM OF WAL.L 'a .d . - - : p II-II� =��( ��_ � �-�T�T-�m-� GOTVDITION 4" SLAB ON 6RADE °. =m- "c"'="c"' "'-�'�-�"-"' ' WITH W.W.F. RE: PLAN � ��_� ON 4" GRA�/EL BASE • • • ���� �OI � � 3/4" = i'-O" #5 AT 10" VERTIGAL . � d EAGH FAGE ° •' �� �6 AT 6" HORIZONTAL EAGH FAGE , •: ••.� . .. 10" . ' FLOOR .IOIST RE: PLAN �" MAXIMUM � , � � � DEPRES510N FOR 3X1� TREATED I.EDGER SLAB ED6E / STONE �,, `. WITH 3/4"N X 4" GAP RE: ARGH • EMBEDMENT EPDXY 6" SLAB ON ANGHOF2 AT 8" dRADE WITH RE� PLAN 1/�" i�'-.�OLATION JOItJT RE i NFORG I NC-� RE: PLAtJ •� 4' SLAB-ON-ORADE WITH ON 4" GRAVEL �.�. W.W.F. ON 4' 6RAVEL BASE BASE - �� , • ' RE� PLAN .�^-'-. `fl a - � : � .. . #5 AT I'-4" X (V O" ••' O" RE: PLAN � � � � EAGH FAGE 6., � : J°'op(�, °'op . �� oga ohp^; oAO a [XXX�-XX��] �XXX'-XX") �� , —�i -- x :- x � r �' °—• � x ---�•rx.•. 2'-O" iII- ' .. ,. . �. • . •. . 2�-0•� _L �� ° . o•: o° o•: o� ° o•: o° o•: o° a•: o 00� .�, OO�.�.�0.''00�'4.� �5 X --- ' Oo.°.0 �%'Oo.°.0 �' o,p �!' o 0 AT i'-6" �• • '. : .. �I��IIi� . '. a' .. ' ''' .. I�IIi 0 . . � � ,' • .` , a • I I IT C�)-�5 GONT. .:II � . �.:�':. � � � �' Ili. �_�� _ �� — — RE: PLAN ��-IIE _ Qr m� PROVIDE GORNER BARS X O� " TO MATGH HORIZONTAL i REINFORGEMENT AT EAGH :� END OF WALL S� C�C f Ol�l 2 3/4" _ �'-O" �►- ^ � � �o �.n � a O � v ''� r-� • � � a � � •eC o o� t_ v� z ^! _ � r--. � �. W O J P�• � °� v � � Q W _ � Z O � J � � W 0 � � � U t�. • �, c� � � � • � v � � � II c�i Monroe & Newell Fngineers, [ne. P.O. Boa 1597 70 Benchmarie Koad, Suite 204 Avon, Coloredo R 1620 9�0)949-7768 r•nx 970) 949-4054 Fnai�_ avo�vmonrce-neweu.com 1701 Wynkoop Strea, Suitc 200 IXnver. Colorado 80202 (303) 623�a927 FAX <303) 623-6602 F?mail: ticnvcr�monrur.�ncweli.com PO Aoz 295 619 Main Svxt, Suitc IYI Friuo, coloredo 80a43 (970) 66&�3776 FnX (�70) 668�3789 [ �I� fnacoQmonruc ricwcil.com `�� ~= �- ��� . r�',.�� ) � ...... dk�4.s `� �''��"f/ � \ � �7 `•. �, Y �... � lY y * °",'� . <.� L' ��Q',�: � r- ` F' ,'�i � ° � ��-� . � �,,+y�`.�`.'� r/Ot��u i. f�`'' A^ j; �`�++ `a 4`4` �.'/ � `"'`�.. ��"j W U � � O � � Z cG 0 �'� � W � � > � � � p � oG �� � O ..��W = p O � � W Q V Q �.+- W J W -°°�' t�• � � � F- �_ O � � � PROIEQ: #1 b06 DR�WN BY: 1PS DATE: 6/16/�8 REVISIONS: Q REVISION 10 BUIIDING 8/11/08 PERMIi- fOUNDA110N PROGRESS SE1 8/27/08 Q PRI�ING SET 9/02/OS Q DE�KS/EXERQSE ROOM 11/11/08 Q ADD 8AY WINDOW 11/21/08 REMOVE OPEN fORNER Q BUILOING PERMII 04/02/09 cor�ENTs DETAILS • RE: PLAN " END PLATE AT OUTER (�) GORNERS OF DEGiG, MITER GUT PERIMETER GHANNEL AND WELD ALL AROUND 2X DEGiCIN6 -STEEL GHAhtNEL PERIMETER BEAM RE� PLAN WITH 2X TOP PLATE WITH I/4" , THRU-BOLTS AT .�'-O" � I STEEL GHANTVEL .101ST � RE� PLAN WITH �X TOP STEEL BEAM PLA7E WITH i/4" m THRU- RE� PLAN WITH .2X ������"� x 6" LAG BpLTS AT ,2'-O" RIPPED TOP PLATE BOLTS TO TOP PLATES WITH I/2"� THRU BOLTS GOPE FLANGES AND AT �'-O" STAGGERED -- W�LD WEBS T06ETHER FOR GONDITION WHERE BEAM DOES NOT BEAR 3" MAX. STONE VENEER ON TOP PLATES REFER '�E: ARGN. BUILT-UP S'TUD —�- TO SEGTION L2/54.4 GOLUMN IN WALL �3X3X3/8 5TO1JE SUPPORT RE� PLA1V WELD TO STIFFENERS STEEL BEAM TO UJOOD �/4" STEEL STIFFENER PLATE COLUMN CONNECTION AT 3�-0° L/ � C�� O I �l I� �OD HEADER OR EXTERIOR WALL 3/�4" = I'-O" AT SIMILAR � � G � f 01�1 13 WOOD BEAM 3/4" = I'-O" � ' RE: PLAN i 1 V' STEEL. BEAM - RE: PLAN � I/4" WEB STIFFENER I/4" 3-SIDED SADDLE WITH (2)-3/4"Q> i/-4" SIDE THRU-BOLTS PLA7E T1'PICAL STEEL SADDLE t,UfTN C2)-TNRU-BOLTS NSE L2)-3/4Q� THRU-BOLTS U.N.O. ON PLAN) � � C �" f 01�1 18 3/4" = i'-O" PLYWDOD SHIM EXTERIOR WALL WITH SHEATHIN6 WATER t�200FiN6—� MEMBRANE, RE: ARGH. 4" MAX, GONGizETE TOPPING,`RE� ARGH� 4 • ' ..a . FLOOR ' SHEATHING SLOPING FLOOR JOISTS, RE� PLAN �XI� WITH (2)- ROWS OF 16d NAILS AT 6" �. . FLOOR SHEATHINC� 3" MAX. GOIVGRETE TOPPING, RE� ARGH RE� PLAN •'. �. > �. AT SIMILAR SEGTION FLOOR JOISTS RUN IN OPPOSITE DH?EGTION L�/L BLOG�G I NC,-� FLOOR SHEATHING 3" MAXIMUM GONGRETE � TOPPI NC� RE: A�2GH � FLOOR JOIST RE � PLAN i i/4" RIM BOARD (2)-ROWS OF #10 SGREWS FLOOR JOIST AT 4" STAGGERED TO RE� PLAIV RI MBOARD STEEL HEADER, RE: P�AN L4X4X1/4 WITH 2X TOP PLATE W�HT ��4 TOF' WTIH I/�"Q� THRU-BOL75 PLATE WITH AT �'-O", STAGGERED �/���q� THRU BOLTS AT i'-O" I/4" WEB STIFFENER AT I'-O" EXTERIOR WALL WITH SHEATHING 3" MAX. GONGRETE TOPPING, RE: ARGH. REt PLAN FLOOR SHEATHING 4 . � ' . e � ' • � d �� C T f 01�1 1�- 3/4" = i'-O" RE: ARGH. TOP OF PARAPET (3)-Ibd END-NAILS AT EAGH STUD 2X6 NOTGHED AROUND RIM BOARD AND EXTENDED TO WALL TOP PLATE AT 4'-O" (SLOT ROOF SHEATHING AT EAGH EXTENDED STUD) (�)-16d TOE NAI�S BOTTOM— PLATE TO EAGH STUD 2X6 IN-FILL STUDS � AND PLATE AT 2'-O" GONTINUOUS I i/4" RIM BOARD 2X6 EXTERIOR WALL WITH SHEATHIN6 WATE RPROOF I N6 — MEMBRANE, RE� ARGH. A�" MAX. GONGRETE RE: ARGH. FLOOR SHEATHIN6 b. o a a , , _ o_o 0 X 2 � � � EXT�RIOR 1NALL WITH SHEA7HIN6 � � I/4" EDGE ' FLOOR JOIS , RE: PLAN ANGLE — VERSA=RIM BLOGiGINC� STEEL BEAM RE: PLAN I" NON-SHRINK INTERIOR BEARINCy dFZOUT WALL (2)-#5 GONTINUOUS- FOUNDATION WALL - WITH REFINFORGING RE: I I/5�.1 �-5" MAX. 501 V50D AND \ �ROOFIN6 OV�i? � WATERPROOFING �;��``/� \ AND DRAIN BOARD `�\,,,,,;���/4,\ � RE� ARGH ,� ,:���....., l " \ �- TA �RE\,��� ���. ...: ��..,....�� ,,. D'RI61D INSULATION SLOPED TO DRAIN RE: ARGH. SLOPE � I - ,� RE: PLAN i/4" X 10" STEEL PLATE AT 4'-O" ROOF �ENDS OF WALL SHEATHING AND MIDDLE OF WALU WITH C2i-3/4"m (X � �� - WOOD WEB PAGiG EMBEDMENT) -I-J015T BLOUGIN6 PANE� EPDXY ANGHORS AT 4'-O" WITH SIMP�.�ON IUT HANC�ER - (b)-Ibd NAILS AT EAGH EXTENDED STUD TO RAFTER OR BLOGiGING PANEL 3/8" GONTINUOUS JOISTS`RUN IN OPP051TE BENT STEEL PLA' DIREGTION AT SIMILAR �"��TH 3/4"� X C7" EMBEDMENT) EPDXY ANGHOR , 2�-0° aND 2x6 T� PLATE WITFf i/�"43 �_� THRU BOLTS AT ,.2'-O" � � � AND I/4" STIFFENER AT �'-O" LVL BEAM RE: PLAN SLOPED FLOOR JOI ST, RE � PLAN WITH SIMFX.�ON ITT HANGER LVL BEAM, RE: PLA1V WITH 51MP�,�ON LTP4 G�IP PER SHEAR WALL SGHEDULE S�C� 101�1 1� 3/4" = i'-O" NOTE � WOOD FLOOR FRAMINC� NOT SHOWN - -- O -- o I/4" EDC�E ANGLE 3" GONGRETE TOPPING RE� PLAN WITH W.W.F. RE; PLAN WATE RPROOF I NG MEMBRANE RE: ARGH � �.: * . . x �, �,'x �k — � . . � . 4 �%. , ''d�. e � '�, .1 s' . . � :: -----'=-'-'=•-�-'-----� ---'- SLAB ON METAL DEGtG WITH REINFORGEMENT RE� PLA1V STEEL BEAM RE= PLAN � � C T � 01�1 °� 3/4" = I'-O" 3" GONGRETE TOPPING WITH W.W.F. RE: PLAN WATERPROOFING MEMBRANE RE: ARGH. SLAB ON METAL DEGiG WITH REI(VFORGEMENT RE: PLAN �.� i ���x, 1t, 4f�+ x' �r % t+� •X. � � . ' • • . s .•.a •a ' ' °__d2___�___----____.____�________.�_ O O �1 • • `— STEEL BEAM •� RE: PLAN : ;:. 'e•� 3/4" X 8" X ,4" BEARIN6 PLATE ..• WITH (2)-I/�"4> X � � .' 10" ANGHOR BOLT • . '.a THRU PLATE ATVD ' . BOTTOM FLANGE .��. S � C T � 01�1 � � 3/4" = I'-O" GONGRETE TOPPING RE: ARGH. BLOGi<I NC� BEYOND FLOOR J015T WITH- �-.�OLID BLOUGING S� G� � Oi�l 11 3/4" _ �'-O" � XTERIOR WALL �ITH SHEATHIN6 LOOR SHEATHING X8 TREATED PLATE A TH ANGHOR BOLT �ETWEEN STEEL LATES ?)-�5 GONTINUOUS DUNDATION WALL IITH REINFORGING E� 8/S�.I i NTE� WHER STEEL ,.�, .. , .,�. . ��... WITH �X RIPPED TOP PLATE WITH 1/�"C� BOLTS AT I'-O" STAGGERED � 5 � C i� 101�1 � 3/4" - I'-O" RE: PLAN STEEL BEAM RE: PLAN OPP I 1JG ,THING 'LAN � i ( i � � � � � I ry � I/4" X 4" STEEL PLATE - i WITH (2)-3/4"Q� � THR11-BOl..TS TO � WOOD GOLUMN I I � INSET GOLUMN FROM � EDE�E OF WALL TO i ALLOW FOR PLATE AND BOLT HEADS 1NOOD GOLUMN RE: PLAN STEEL NEADER TO UJOOD COLUMN GONNECTION S�CT�O�I �o 3/-4" = i'-O.' STEEL BEAM RE: PLAN WITH I/2"Q> THRU BOLTS AT I'-O" STAGGE RE D SIMPSpN ITT HANGER STEEL GHANNEL RE: PL.AN �/2" wEB 3 STIFFENER �STEEL BEAM RE� PLAN �RE: PLAN r--------------------- � � I � i ' LOAD BEAi21N6 FLOOFZ J015TS STUD WALL BEYOND STEEL BEAMS RE: PLAN WITH DOUBLE ANGLE SHEAR GONNEGTION (G2)-3/4"m BOLTS EAGH LE6 AT GONTRAGTOR OPTION AT WIOX BEAMS, �3) AT W12X BEAMS �N FLOOR ..IOIST UNLE55 NOTED OTHERWISE ON PLAN) GONTINUOUS TYPICAL STEEL BEAM TO STEEL BEAM CONNEGTION ���� �O� Is�.� 1 3/4" = I'-O,. � � � � � o� I � 3/4" = i'-O" S � C �C f 01�1 �1 3/4" = I'-O" � � � i b ••' i i .., . ��. i i .,• .a i i •. . .'� i i :.. • . I I '. • . � � .� .�. . I I • e • I I � . , ..� DOUBLE � � . • � ' ANGLE i i : • ' � ' GONNEGTION •• ' WITH � (2)-3/4"m BOL T5 EAGH LEG � 3/4" � EXTERIOR iNALL WITH SNEATHING Ibd NAILS AT 3" GONGRETE TOPPIN6 RE � ARGH FLOOR SHEATHINC� RE: PLAN �� FLOOR JOIST RE: PLAN LVL BLOGIGING WITH SIMPC.�ON A35 GLIP PER SHEAR WALL SGHEDULE EXTERIOR WALL WITH SHEATHIIVG (��-3/4"m X �" EMBEDMENT HILTI NY-150 MAX ADHESIVE ANGHORS .. � � ._. - , . • . . , d.'� . �. � �� . • ��:. �• ��• � ' •' �•. � �' � • � ° . ,� 4 �,, :�,. � b., � � � 2� . • , . � �: . . :a �: ���. . . : •. . . s• '� . � • • ' a: ' . . . • � e. '�. . �' ', '� �' :'• . 4. . : 4. : . ., . . ,..• . �����o� 8 3/�" _ �'-O.. � ' i GONGRE7E WALL STEEL GOLUMN RE � PLAN I I/4" RIM BOARD WITH - SIMPSpN A35 GLIP TOP AND BOTTOM PER SHEAR WALL SGHEDULE EXTERIOR WALL. WITH— SHEATHINE� PER SHEAR WALL SGHEDULE S�C��01�1 1 3/4" - i'-O" I i/4" RIM BOARD WITH - 51 MP�-�OtJ A35 GL I P TOP AND BOTTOM PER SHEAR WALL SGHEDULE EXTERIOR STUD WALL— WITH SHEATHING PER SHEAiZ WALL SGHEDULE c.vnc. �RE: � FLOC LOAG S7UD STEEL __. .. . . _�. . �. .. . WITH 2X RIPPED TOP PLATE WITH 1/2"4> BOLTS AT �'-O" 5TA6GERED � � � � � f Oi�l 2 3/�" _ �'-O,. S� C T f 01�1 3 3/4" = i'-O" GONGRETE TOPPIN6 RE: ARGH. FLOOR SHEATHIN6 RE: PLAN �L FLOOR ,101ST RE � PLAN BLOG1GiNG AT 4'-O" GONGRETE TOPPING RE� ARGH. FL.00R SHEATHINC,-s RE= PLAN ��"T'•',!".. _�. FLOOR J015T RE� PLAN RE� PLAN LVL RIMBOARD ����I�I� � 3/4" = I'-O" c�rri nic� ,THING .� r wi-rH SIMP��hI HANGER PER WOOD FRAMING NOTES BEARING WALL ABOVE AT SOME LOGATIpNs RE: PLAIV r-. ^ � � �o �..� — �o 00 0� O ~ v r"" � . � _, o � °� Q � o� �- a� z ^! =i r"� r�- � e7- J ^ avC � v � � �ac W s � z 0 /�� J '��i � W � 0 � r` � U A.. � � � � U a� � . r, � � c� � � c� Monroe & Newell F;ngineers, Inc. P.U. Bux t597 70 l3enchmarE Road. Suit< 204 nvon. cotorado a � 620 (9�0)949-�768 FAX (970) 9494054 &nuii: avonC�monroe-newelt.com 1701 Wy kaop Sveet, Suite 200 Dcnvcr. Colorado 80202 (303) 623-A927 FAX (30}) 62;.(�2 ts�,���: ��.�.,�rc��„�>���-��w�u.���, F'O Box 295 G19 Muin Sucet, Suite N7 �risco, Colorado 80M3 (970) 666�3716 FnX (970) 668-3789 ,:��d,: ��h��,�R�����.�,�w�u.«>m `-, i �' .� `, � �, Y � ,� o ' I�� �- e � '}/jj.�� ��� a ;��:�r � I .A'� :S' � �- ?. , �4, �% �r� << � ,�� �, : S ,,-,� `; •, `J ��r .,,, s �,' k �c ��. ,, . .�;,� ����'� W V � W " O 0 � Z cC O ^ � W � � � � � p cC cG m v O � N °c p O � W = � � � Q ^ Q �"L W —� W _m�� t� � � � � �_ O � � � PROJEQ: #1606 DRAWN BY: JP$ DATE: 6/16/08 REUISIONS: Q REVISION 10 BUI�DING 8/11/08 PERMIi- FOUNDAiION PROGRESS SEi 8/2)/08 Q PRItING SET 9/02/0$ Q DEfKS/EXER�ISE ROOM 11/17/08 Q ADD BAY WINDOW 11/21/08 REMOVE OPEN [ORNER Q BOILDING PERMIi 04/02/09 co�ENis FRAMING DETAI�S . SUBFASGIA AiJD ATTAGHMENT RE: 3/54.0 .� .� .� � RE� ARGH, I/4" WEB STIFFENER - EAGH SI DE OF BEAM STEEL BEAM RE: PLAN I/�" GAP PLATE 3/8" SIN6LE-F SHEAR GONNE WITH (2)-3/4"6 STEEL BEAM F SIDE OF GOLU RE� PLAN HSS GOLUMiV RE� PLAN � � 0 N eD � m 0 0 a � 3 a 0 v � � 0 � � N 0 co 0 m ti � m . o -� 0 ¢ g T � 3.5 II :p i (2) �Xb 70P PLATES (3)-�bd END-NAILS AT EAGH END �X6 EXTERIOR WALL WITH SHEATHIN6 BLOGIG I N6 2X6 NOTGHED AROUND — I/-4" EIJD PLATE �IM BpA�RD AND WELD ALL EXTENDED TO WALL AROUND TO F'LATE AT 4'-O" STIFFEIVLR (SLOT ROOF 5HEA7HIlVC� AT EAGH EXTENDED STUD) �� �X6 IN-FILL STUDS AND PLATE AT 2'-O" LVL BEAM RE� PLAN I/4" STEEL SADDLE WITH (�)-3/4"cD THRU � �. � � _ — ,..� a � � _ �.. m ;�. � , . �V _ ' O e. �' _ e �:� :�.. • •s � ry2 3/4„ 4,. ,q.,, I I/2„ SECTI01�1 A-A AT GORNER �� �� � OI � �� 3/4" = I'-O" � �RE: Ai?GH RE: ARGH. ROOFItVG OVER , TOP OF PARAPET �`TERPROOFINC-� PARAPET AND DRAIN BOARD RE � ARGH / i TAPERED RIGID INSULATION i SLOPED TO DRAIN � RE � ARGH. i i � RE� PLAN i SLOPE i i ' � � �' � ` , Y � �X6 AT i'-4" BALLOON— - � FRAMED WALI. 0 o Q WITH SHEATHING o � -o o ROOF � i SHEATHING ;� WOOD WEB PAGiG I-.101ST BLOGfGiNG PANEL AT 4'-O" WITH SIMPSON � IUT HANGER 2X12 LET-IH LEDGER� � (6)-ibd NAILS AT EAGH EXTENDED STUD TO RAFTER OR BLOUGING PANEL _lOISTS RUN IN OPPO�✓-IT RAFTERS RUN IN DIREGTION AT 51MILAR OPPOSITE Dtf2EGTION AT SIMILAR _� � I I/4""RIM BOARD WITH SIMPSON A-35 GLIP AT 2'-O" TO TOP WALL PLATES RE� PLAN i i-,�OIST BLOGiGING � �X6 BEARING WALL AT 4'-O" WHERE JOISTS i WITH I/2" PLYWDOD RUN PARALLEL i SHEATHING WHERE TO WALL i INDIGATED ON PLAN �EAM ,N �����oi �4 �� 3/4" _ �'-O" GLE-PLATE :ONNEGTI ON -3/4"4> BOLTS RE: PLAN _ � Q � L � X � — � i � � �RE: lfiRGH. FOR ROOF IiV5ULA710N AtJD WATERPROOFIN� � RE: PLAN � � C T f 01� �1 3/4" = I'-O" �X6 AT �'-O" PARAPET WALL WITH IL�" PLYWOOD SHEATHING GONTINUOUS OVERLAPPINC� LVL BEAM AL�GN DOUBLE STUDS WITH BUILT-UP GOLUMN BELOW FASTEN GONTINUOUS PLYWOOD TO LVL BEAM I/2" EtVD WITH (4)-8d NAILS AT PLATE I'-O" EAGH SIDE ( TO WEB I � STEEL BEAM (RE: PLAN) —� ' WITH WOOD WEB PAG+G i BASE PLATE WITH i/2"� THRU-BOLTS (4)-I/,2"� X 6" AT �'-O" AND �X6 GONTINUOUS i >CY AIVGHORS TOP PLATE W�TH 1/,2"G� THRU-BpLT i RAFTER WITH �'✓-IMPSpN AT 2'-O" (STA�C'"ERED) i 2X8 LEDC-�ER WITH IUT HANE�ER STEEL PLATE I/4"X4"XO'-8 I/2° � (3)-Ibd NAILS AT I'-O" RE� PLAN WELDED TO BEAM PLANGE TO LVL BEAM WITH (2)-I/2"<D THRU-BOLTS LVL BEAM RE+ PLAN REGESS PLATE 3/4" INTO TRIM STUD �� C T f 01�1 11 3/4" = I'-O" 3/4" BASE PLATE WITH (4)-I/�"cV X 6" EPDXY ANGNORS DEGIGING, RE: ARGN. (SUBMIT FOR ENGiNEER'S REVIEW, TO BE GAPABLE OF SPANNINI� 2'-O" WITH 100 psf SNOW LOAD) STEEL GHAiJNEL-�� RE: PLAN � STEEL GHANNEL � WITH i/4"mX3" LAG BOLT AT 1'-O" WORiG POINT BOTTpM OF STEEL BEAM = TOP OF PLATE AT OUTSIDE FAGE OF WAL(� 4'-3" MAX. RE� ARGH. ���� �OI �1 I� 3/�4" = i'-O" I -JOIST WITH IUT HANGER 2X12 LEDGER WITH (4)-ROWS Ibd NAILS AT I'-O" TO LET-IIV LEDGER .� .� .� � RE: �4RGH. SUBFASGIA AND ATTAGHMETJT RE � 3/54.0 SIMPSON STRAP APPL.IED OVER SHEATHITVG ON OUTSIDE FAGE OF ROOF ,IOIST WALL, (RE: PLAN) RE: PLATJ PROVIDE MINIMUM 3'-O" TOP PLATE SPLIGE � LEIVGTH WITH (20)- Ibd 1VAIL5 IN (�)- ROWS - - - �'� - - - m h � � C � I 01�1 8 3/4" = i'-O" �X4 WEB PAGK EAGH SIDE WITH (6)-8d NAILS IN WEB I I/4" LVL s`:i` o c RIM BOARD 5UB-FASGIA �` � � (I 3/4" LVL °` ° ° WHERE INDIGATED ON PLAN) WITH (3)-�bd NAILS TO EAGH2X4 LADDER FRAMINC-y RE: ffiRGhf. RE: PLAN EXTERIOR WALL WITH SHEATHING PnFZaPE r RE: I/r-.�4.0 L�/L BEAM RE: P�AN ROOF �✓HEA7HING C�I -I/.�"C�X3„ LAG BOLTS IiVTO TOP PLATES PLYWOOD SHIM STEEL END PLATE v�°xa°xo�-8° WITH (�)-3/4"� THRU-BOLTS TO LVL BEAM EXTERIOR WALL WITH SHEATHIIJG b'-O" � � �.�/ � I o I �l ..J 3/-4" = I'-O" ROOF JOIST RE: Pt_AN RE: PLAN ROOF SHEATHING 51 MP�„�pN IUT HANC-�ER ROOF JOIST� RE: PLAtJ VERSA-LAM BEAM RE: PLAN I i/4" LVL RIM BOARD BLOGfGING SIMP°�ON A35 GLIP PER SHEAR WALL SGHEDULE I/4�� STIF PLA � 3.5 � � � � I O I �! �T' 3�„ _ � �-o„ t I 3/4" B ` r , I i 3 3/4" SEGTION B-B � �i� �� � �f�— H5S 3X3Xi/4 HANGING GOLUMN WELD TO B i i BOTTOM OF i i srEE� eear� , � ,� i' i STEEL GHANNEL LAIVDING -°--- SUPPORT RE: PLAN MI TER GUT GORNER AND WELD ALL AROUND �� �� � ol �l � �" MAX. BALLAST AND -BLOGiGING ROOFINC-� OVER RE: ARGH. WATERPROOFING TOP OF PARAPET � AND DRAIN BOARD (3)-16d END-NAILS i X RE� ARGH AT EAGH STUD i Q TAP�RED�RI61D INSULATION � SLOPED TO DRAIN �X6 NOTGHED AROUND i � RE: ARGH. RIM BOARD AND EXTENDED i ' SLOPE TO WALL TOP PLATE AT i - 4'-O" (SLOT ROOF SHEATHING , o.. �, , o.. . , o.. . . AT EAGH EXTENDED STUD) ,,� : - (2)-16d 70E NAILS BOTTOM ��`� X - <'� ''t �PLAN PLATE 70 EAGH STUD a o 0 0 o K .2X6 IN-FILL STUDS ' AND PLATE AT �'-O" : °_ ° ° ROOF -STEEL BEAM WITH �X GONTINUOUS I I/4" SHEATHING TOP PLATE AND RIM BOARD BE�/ELED BEARING WOOD WEB PAGiG PLATE WITH 1/�?"� THRU- �Xb EXTERIOR WALL i-J015T BLOGKINC� PANEL BOLTS AT �'-O" WITH SHEATHING AT 4'-O" WITH SIMP�.�ON WDOD BEAM AT IUT HANC�ER SIMILAR (6)-16d NAILS AT EAGH SOD'ROOF WH�RE EXTENDED STUD TO -(4)-I 3/4" X 5 I/�" LVL INDIGATED ON PLAIV f2AFTER OR BLOGiGING WITH (�)-SIMPC.�ON A35 PANEL GLIPS EAGH END-TO- END STUDS JOISTS RUN IN OPPOSITE DIREGTION AT 51MILAR S� C� f 01�1 1 3/4" _ �'-O" I/,2" WEB STIFFEN�R EAGH- SI DE RAiGE WALL ABOVE STEEL BEAM WITH I/2" PLYWOOD SHEATHING AND i/�"cD THRU STEEL BEAM RE� PLAN BOLT AT BOTTOM PLATE WITH �X P�ATE AND I/.2"m TO BEAM FLANGE AT I'-O" TF�RU-BOLTS AT .2'-O" � , 3.5 I/�" END PLATE A � RE � PLAN � ` ��' � ' ��``�` � �� EXTERIOR INALL WITH I `\` ��, SHEATHiiVC� SLOPINC� STEEL BEAM WITH .2X TOP PLA7E STEEL BEAM AND I/�"m THRU-60LT5 y�E: PLAN WITH .�X AT �'-O" TOP PLATE AND I/4" STIPFENERS I/�"cD THRU-BOLTS ALIGNED AT �'-O" WITH GOLUMN (�)-ROWS I/2"Q> — THRU-BOLTS AT 3" SPAGINC� HS5 3X3XI/4 HAN6INC� gHEAR WALL GOLUMN WITH 3/-4" BASE RE: PLAN AND PLATE AND L2)-3/4"m c�HEDULE WITH TFtRU-BOLTS FOR EREGTION HOLD DOWN PER PURP05ES. FIELD WELD PLAN PLATE TO BEAM FLAhtGE STEEL BEAM RE� PLAN GONGRETE WALL RE: PLAN RE � PLAN TOP OF PLY WOOD C-�LASS LANDING BY OTHERS 3/4,� _ �,_O�. Q SI MP�.�ON MST48 STRAP ' FASTENED TO BLOGfGING IN SHEAR WALL AtJD WOOD WEB PAGiG BOLTED TO STEEL BEAM O�t:� � —GHIMNEY WALL —1 I/�" QUARTZITE PANELS RE� ARGH. ON L2X2X1/4 WI7H i/�"N THRll-BOLTS TO WOOD BLOGiGING AT I'-4" �— I/2" END PLATE i� � 3.5 s�c�r►o� � 3/4" _ �'-O" STEEL BEAM RE: PLAN HSS 4)G4X1/-4 GOLUMN RE� PLAN SIMP�.�ON GMST STRAP RE= PLAN FIELD WELD TO HSS GOLUMN �� A � S� C� f 01�1 2 3/4" = I'-O" 5/8" PLYWOOD ROOF — SHEATH I NG BLOGiG I NC� ��X4 BLOGiG EAGH SIDE OF WEB WITH (6)-8d NAILS �GLINGHED) . . � RE�ARGH. i I/4" RIM BQAfZD SUB-FASGIA WITH �8)-8d NAILS TO 2X4 BLOGKS S� G� f O 1�l 3 3/4" = I'-O" �i�[ w � nrW-oCIL � 5 SEGT ION A - A 3/4" = i'-O" i �--%"'�ri/_ -BEVELED TOP PLATE -EXTERIOR WALL WITH SHEATHI N6 E: PLAN FOR L�/L SUBFASGIA REPLAGING RIM-BOARD SUBFASGIA r- � � � �o �.r� — �o 00 0� O � v r"" � . �t- J � � °� Q � t_ v� Z ~ � � r�. � �. W O � � V � � �vC W _ � z O � J � � W � 0 � � JU �- � • �, � � U a� � • . ,-, � U � � ccS Monroe & Newell Engineers, Inc. P.O. IIon 1597 70 l3enchrttark ltoad, Suite 204 A�an, Colo>ado R 16?A PA X(� j 449 d034 Email: avon@monr�c-newcll.com 170I Wynkoop Suat. Suilc 200 I?enver, C�lorado 80202 (303) 623-A927 r<nx �3oa> ezs-eecn Pmnii: dcnvcK�monroe-ncwcli.com PO Uox 295 61) Mttin Sucet, Suite M Prisco. Coloado 80443 (990) 6663776 FAX (970) G68.3789 . . . E 1 frix<� n �nmc-newcil.com �'�''; � �} �,:��� .� � c.; �q ��,�° <s "'S\ � � � V ,� ,c;� S'�� ji i i,- ��j �`` yCj S� ��`z `f , � �j 1 > y`.�`�;!ONALyG� , f dCti� � . o > <,w'Y" ,f ��' �s�ig4.-'"`�r,``f .�:-^` � � � � O � � Z � O �.� �� v� � („'a O ' W 0 Q � p cC cC � W°° " ° � � � Q � � W Q V Q �.i� W J W �m�� � � � H �_ O i� � � PROIEQ: #1 b06 OR�WN BY: JPS DaTE: 6/1 b/OS REVISIONS: Q REVISION TO BUI�DING 8/11 /08 PERMIi� FOUNDAiION PROGRESS SET 8/21/08 Q PRI�IN6 SET 9/02/08 Q DE�KS/EXER(ISE ROOM 11/11/08 Q aDDBAVWINDOW 11/21/08 REMOVE O�N �ORNER Q BUILDING PERMII 04/02/04 (OMMENiS FRAMING DETAILS • � AT OUTER (�) GORiVERS OF DEGiG, MITER GUT PERIMETER GHANNEL AND WELD ALL AROUND ,.2X DEGiGiNG -STEEL GHANiJEL PERIMETER BEAM RE: PLAN WITH 2X TOP PLATE WITH 1/4" , THRU-BOLTS AT �'-O" /� —I/4" STEEL �✓TIFFENER —FLOOR SHEATHIN6 3" MAX. GONGRETE TOPPING, RE: ARGH. RE: PLAN •; . . , •. , •. GANTILEVERED STEEL � I I GHANNEL, RE� PLAN WITH �X TOP PLA7E WITH i/4"Q� THRU BOLTS AT .2'-O" � GOPE FLANGES AND WELD WEBS TOGETHER 3" MAX. STONE VENEER RE� ARGH. L3X3X3/8 STONE SUPPORT WELD TO STIFFENERS I/4" STEEL STIFFENER PLATE AT 3'-O" WOOD HEADER OR EXTERIOR WALL AT SIMILAR S � C °� I 01�1 �f 3/�4" = 1'-O.' .� .� .� SUBFASGIA AND ATTAGHMENT RE: 3/54.0 � 3.5 (4)-Ibd NAILS EAGH JOIST � FLANG C2 EAGH SIDE) FOR 4 JOIS S GENTERED ON SADDLE _ RE� ARGH. DOUBLE TOP — PLATE .2X8 LEDG�R— GONT I NUOUS WITH (2)-FZOWS Ibd NAILS AT 6" iNOOD BEAM — RE: PLAN WDOD GOLUN RE� PLAN STEEL BEAM RE� PLAN WIT PLATE W I TH I, THRU-BOLTS . I'-O" STAGGE STEEL BEAM RE: PLAN (WOOC BEAM IN '"-�OME LOGATIONS) I/4"Xb"X8" END PLATE WITH (�)-3/4"d> BOLTS TO STEEL BE (�)-1/4"cD X 3" LAC� BOLTS .2X'S FOR 50LID BEARING STEEL HEADER, RE� PLAN WITH �X TOP PLATE WTIH I/,2"Q� THRU-BOLTS AT 2'-O", STAC-�6ERED � BLOGK I NG BE�/ELED PLATE GONT I NUOl15 TOP PLATE �— C20)- t�d � IVAILS MIN. GENTERED O�/ER SADDLE TOP PLATE � TO BEAM LVL BEAM RE: PLAN I/�" X l2" BENT STEEL SADDLE-FULL HE16HT OF LVL WITH (2)-3/4"m THRll BOLTS � � C �" f O1�1 8 3/4" = i'-O.' � H55 GOLUMN RE� PLAN WITH I/�"4> THREADED STUDS AT �'-O" FOR WINDOW WELI� WALL STUD ATTAGHMEtJT 3/4" BASE PLATE PER SEGT. G/5�.2 WITH C2)-3/-4"m X 6" EPDXY ANGHORS IN TOP IN PLAGE OF AtVGHOR BOLTS r-, �..�.. . �-,.�. STEEL RE: � � INSTALLATION NOTE: 51MP�.�ON Fi�.S GLIP TO BE INSTALLED PRIOR ARING TO DEGiG F�RAMING MEMBERS PLYYVOOD SHIM WALI_ SHEATHING SIMP�,�ON y2.5 GLIP EAGH SIDE WALL PLATES TO LVL bXb TIMBER GOLUMN =: PLAN v �N RE: PLAN 11L ALL TOC�ETHER � � � � � OI � � 3/4,� _ � �_O,� WALL ABOVE NOT SHOWN FOR GLARITY E � �E I/4"X4"Xb" STEEL PLATE � I/4" 3-SIDED STEEL BRAGiGET WITF! (�)-5/8"G� THRU-BOLTS TO GOLUMN 3/4"Q> TEiJSION ROD THREADED EAGH END WITH GLEVi5 ANp 3/4"d� PIN SPLIGE IN TIMBER GOLUMiJ LOWER 6X6 TO BE GONTINUOUS TO UNDERSIDE OF SHEATFi I1VC� SLOPE RE � ARGH. -�--- " 57EEL END GHANNEL MITRE GUT AND WELD TOGETHER RE � ARGH. I/4"X4"X6" STEEL PLATE MI T�R GUT GORN�{ AND WELD ALL. AROUND 3" MIN. WELD �ROM GHAhlhll TO PLATE, TG AND BOTTOM � �'v-ECTION E-E S � C °� � O1�1 � 3/4" = i'-O" I/4 X 6 BENT STEEL PLATE WITH L4X4X1/4 WITH (I)-5/8"m — (.�)-I/.2" m X 4" LAG- THRU-BO�.T IN GOLUMN AND BOLTS IN TOP OF LVL �/���m X 6" EPDXY ANGHOR IN GONGRETE WAL.L LVL BEAM RE� PLAN WOOD SHIM AS REQUIRED STEEL GHANNEL RE: PLAN DRYWALL RE: ARGH. INSTALLATIOIV NOTE: SIMPSON H.2.5 GLIP TO BE INSTALLED fsRiOfZ TO DEG+� FRAMING MEMBERS PLYWOOD SHIM WALL SHEATHING GENTERLINE OF 51MP�.�ON y2.5 GLIP ���b EAGH SIDE WALL _�� PLATES TO LVL —WELD GHANNEL ALL 6X6 TIMBER GOLUMN AROUND TO STEEL � PLATE G6X13 i —HSS 4X4X1/4 GOLUMN i i i APPROXIMATE LINE OF � STONE VENEER I/.4"X4"Xb" STEEL PLATE —� i i -+ - --�- ----- --------------- -------------- -� I/4" 3-SIDED STEEL BRAG�GET i � WtTH (�)-5/8"<D THRU-BOLTS i TO GOLUMN i i ' ry� J 3/4"cD TENSION ROD � i N X� THREADED EAGH END i � __ WITH GLEVIS AND GOPE TOP AND i I 3/�"m P I N BOTTOM FLANGE WELD WEB TO WEB � � � �„x3v���x8�� 1" X 3" X"1" i STEEL SHIM PLATE STEEL SHIM PLATE i WELD ALL AROUIVD WELD ALL AROUND Tp GO�UMN TO GOLUMiV � 3/4�� � 3/4 FLOOR SHEATHING IOd NAILS AT 6" SHEATHINC� TO LVL DEGK RE � 15/53.0 LVL BEAM fZE: PLAN � � � ., ; � ( i/4" X 4" STEEL PLATE EAGH SIDE OF GOLUMN i IOd NAILS AT 6" SHEATHING TO L�/L �' PLOOR SHEATHINC� � �I_ m i i I I :� � a �����OI � � 3/4" = I'-O" 5 I/�" XTERIO f � YVALL � ,4\ � SLOPE OR----- S � C � f 01�1 � I I/2" _ �'-O'. STEEL END GHANNEL MI'FRE GUT AND WELD TOGETHER RE � ARGH. � 3/4'- 77! � � „ �� �� � � i/,4")G4"X6" STEEL PL.ATE C� ( S� C T f 01�1 3 3/-4" _ �'-O" I/4" X 4" X O'-8'°-\ STEEL PLATE 12" LVL J0�5T TIGHT � TO GOLUMN WITH SIMP�.�ON A35 GLIP EAGti SIDE SIMP�.�ON RP5�8 STRAP ON SPLIGED TOP PLATES i/4" 3-SIDED STFEL BRAUGET WITH L2)-5/8"m THRU-BOLTS TO GOLUMN DEGiG I NG RE: ARGH, (SUBMIT FOR ENC'�INEER'S RE�/IEW - TO BE GAPABLE OF SPAN1VIlVG 2'-O" WITH 100 P5F SNOW LOAD) FLOOR SHEATHIIVC-� IOd NAILS AT 6" SHEATHING TO LVL DEGiG i?E: 15/53.0 3/4" BASE PLATE WIT 3/4"m X IO t ANGHOR BOLTS � ON i" iVON-SHRIPtiG E�ROU7 ���°��Ol� C-C 3/4" _ �'-O" G2)-BAYS OF (:t)-IZ" LVL BLOGiG11VG PANELS WITH SIMPr',�ON GMSTI4 X 3'-O" OVER TOP LVL BEAM RE: PLAN i/4" STEEL PLATE 3/4"� TENSIONS ROD -� THREADED EAGH END WITH GLEVIS AND 3/4"� PITJ 0 A � DEGt�ING RE� ARGH (SUBMIT FOR EN6INEERS REVIEW, TO BE GAPABLE OF SPANiVIN6 2'-O" WiThi g 100 psF SNOW LOAD SLOPE Y2E: ARGH STEEL GHANNEL RE� PLAN I/4" BENT STEEL WITH 4" HORIZONTAL LEC� EAGH SIDE OF GOLUMN WI7H (�)-5/8"�D THRU-BOLTS IN GOLUMN AND (I)-I/�"� EPDXY AIVGHOR TO FOUNDATION I/4" X 8" X 8" STEEL PLATE WITH (�)-3/4"m X 6" EMBEDMENT EPDXY ANGHORS TO GONGRETE WALL `-MITRE GUT EDGE GHANNE�.S AND WELD ALL. AROUND ���� (O� � ° � 3/4" = I'-O" � i -i- -, i i i.i _�_ J i EXT�RIOR WALL—� � � WITH SHEATHIN6 i i i i I I I 1 i � P �VERA�ZIM EXTERIOR WALL WITH SHEATHIIV6 H55 GOLUMN RE� PLAN �RE: SEGTION G-G FOR BASE PLA7E BELOw 5� C� f O1�1 1/5�-_1 3/4" = I'-O" LVL BEAM 2ETE RE� PLAN �VK TO EAGH IOd NAILS i/53.0 FLOOR SHEATHING IDED STEEL WITH (2)- w eo�r5 '� AROUND . GOLUMN � � � �—LVL BEAM RE: PLAN S�C��O1� �-� 3/4" = �'-O" I I/4" VERSA-RIM . F�..00R FRAMIN6 OMITTED FOR GLARITY i/4" X 5" X O'-8" � STEEL PLATE WITH (�)-3/4"� THRU � -1 eo�-rs � W Q �X� � ��Cif01�1 �-� 3/4" = t'-O" I r�. ^ � � �o �.n — w o� o� O � v ^ r-- . � � o Q ^ �• °� �d a o� � o� Z N = n: � � �. W O -� r-. � � v � � Q W _ � Z O � J � W O � � � U i�. • � � ?� U a� � � � U � � c� Monroe & Newell Enginecrs, Inc. P.O. Boa 1597 70 Brnchmark Road. Suitc 204 Avon, CMarado R � 620 ('Y70) 949-77G8 I'AX (970) 949-4054 F,mai1: a�onQmonroe-newelLcom 1701 W koop SUect, Suite 2W ��«, coia�ao so2oi (303)623-4927 FAX (303) 623-66b2 Emeil: �cnvcr(q�monnx-ncwcll.com PC) t3ox 295 619 Main SVCa. Suitc u7' Prisco. Coivrndu 86�i3 (970) 6683776 FnX (�70 c66�8�3789 r:maa: r�«<,��„ - u.��m �' �� �� L�.• � W � � W " O � � Z � O �.� �1 � W � 0 � � � p aWG' cC W� `� ° ..=�,=o° � � W 4 � Q � ,.� "'i W ,.,,; m � � � � � H _� O � J � � PROIEQ: #160b DR�WN BY: JPS DpTE: 6/16/08 RE4ISIONS: Q REVISION i0 BUILDING 8/11/08 PERMIT- fOUNDAiION PROGRESS SE1 8/21/08 Q PRICING SEi 9/02/08 Q DEfKS/EXERfISE ROOM 11/l1/08 Q AfIDBAYWINDOW 11/21/OE REMOVE OPEN (ORNER Q BUILDING PERMII 04/02/09 (OMMENIS FRAMING DETAIIS . � MEASt1RED ELEVATIO�iS. NOTES: L�TTER E�EV. �ESGRtP'Fit?N 1) t1ATE C7F Sk1E�VEY:` �j04f09 ' a{x) scio�.8 ���woo� ��.00� �A� o� v����: a����/os B(XJ. �022.3 HIGH Pt3(N'T F20{}F' RtaGE S�ANTING NNPL:Y (TOP Pl.YW00D) ',. C{X} $t}17�4 TQP PARAPET 2} SUE2VEY(5R HA5 MAD� Nt3 #N1!ES'fiGAT1C1�t flR lNiJ�F'�ND�NT SEARCN �£3R AAA�tdQEt} c � �ort�,s � �.��r �o���{��.n�ro�iv} �t���rs, ����r�'n►� ��� ��cr�a�� (o�� �ar� ��.A�a). �r�c��e��r�c��; � � a{x} sa��.a -r�a� �a���r , ft�s-r��c�s� c�����-rs; ov���sr��� �n.� �v�c��vc�� o� �r�� Q��� ., � so��a.� �a� �t�o� :{P��rwc�aQ) /' ��c-�s m��r ��a Accu��,� �ra� cu���r��r ��� s���zc� ��,�r ��sc�os�: E(x} so�s.� Top �a�����r / 3) E�It?TIGE: ACCf}�21?il�G 'tfi� CQl.Cli2A�C3 LAVY '�Ql� MUS`f �t�dANEt�CE AhtY LEGAI. � E �020.5 FLAi ROC�' {PLYW0C3D} ACi�ON SAS�? t1�`Z�f ANY OEFECT iN 1'NIS S�ti2VEY iMTN#N �`HREE YEARS ° �(X) 8025.6 Tf�F PARAPET �/ AFTER YOU, �`1F2Si` C}1S��JUE�t SiJG�t DEFE�T. tN t�tfJ EV�t+t'T, MAY AidY �- soz�.s �.A�- aoa� (���rvc���) ���T 21 �'" Ac-rs�r� sAS� ��c�v ���r ���c-� �� -�rs su�v�� e� �an���c�a n��R� G(X} $029.t3 TOP PARAPET �1-lAhl `tEN" "f�AFtS F�20iv1 TH�' DATE C��' THE G�R11��GRTif�i "�i4WN ' G 8£�Z7.$ Ft,AT RQ{� {PLYWQC3p� ,/'� H�REt?N. N $Ct2fi.7 �1AT RQO� {PLl'WCl{3t}} U71Li7Y ,/ n 4} BA51S QF ELEVA�`iQN: �EVV�F� MARIkiCi1..E 790C} INVER7=7984.1 tSE� DftAW�M�): ! 7999.4 SUPPQR7 �OR GARAGE SLAB (NOT P�URED AT T3ME OF Sl1RVEY) P{)LE �OUND #4 REBAR TV PEt} � 5} BASIS QF PROF'ERTY L1AlE �i?�AT1QN: �4UNi� tviONtSfvtEtdTS {3t� EASi`ERLY LIhtE LOT `17 (5E� C1RA41tING). 'J'�'{}c�'Z$" 6) B�ARINGS AND DISTANCES ALONG PR(?PER7`Y �.iNES SFiQYVI+! hiE�£t?i�i A4Z� � AS SHQ�I ON T#iE SU�t7iY1Si0N PLAT t7NLY. A�QUNDAR`( St3RV�Y Wat1L�} � BE NE�E�AftY Tti DETER�INE THE �'ftl1� i�f�4�t�SiaNS OF TNE l.L}i' Ah1Q ' SETBACKS. WI-[lGii l;+tAY V`ARY FROM THE PLAT?EI? C?IME(V51�PFS. ,� 7} NQ DRIV�Y�AY AT TtAAE aF' 'SURVE`f. �`' � , ,.: , ` °� � 8} NO POSTEi} Ab{?R�SS. � 9) 2 STORY W�OD NOUSE UND�R CONSTRUCTION. � � � � � �' CUT BANK IOj THtS SURVEY AND TN� 1NFUE2h�ATlC}N GOPfTA{NEiJ tfE#��4�1 1�„ T.i�� P�f3f'£f2TY C�' " ,.. � EAGCE VAk.�;EY SURVEY�NG, INC. AND IS INT��lQ�t3 �L�R 1NE- S�(:� "?US� C7�' 't�-(� LC)T �$ "��`' .. .,.. o��crr�a�. c�.t�rv-r Qn���. ar�y us� o� o� �t,at��� ro �r��s js ��tr��t�r`��. ,< �,,'� ���.� LC}T 1 f �,,�. Q ��.�, �.C}T 17 �, 17.0' ���`� � oa.� o.���� n�c��s �cm�c.) �� , �.. / �� �°, "� Dc � � , �, , os.� � GQNC. %�✓,�. ,�4�� �1 x� ,/ A PIER d„� \ B{?ULDER WA(..t. % - , x o t \ �Tip.1 t?6.9 / 80#N"s,6 � a°' ryQ:�" � � � � �'a���' �L�V. 6.1 # o� 1� A.�3` .7' `�/ (T�'P) �9s }s.s• �'�� �. � , �� 5. t.a, "�- ,� � AREA E1�it?ER' EXCAVATI(}tJ U?1Li7Y tx8,7 , � 8 ��, �• 4�CONC. �ASEMENT o�, �:7s.S ` �� �� ,� .a' PIER . >>4 ,:4• ° � e�.��. o' �a' �o' so' � s,t.i' ° Q4.S ryU� `' \ � OV��z}i1�NG Og ?.8 '�'�, „ > ; � � , � l� g t.5' , .�a. F � �,z� �. �. a�cK o.�� �our�� �irv � S�WER MANHt}�E � � `° ` � `' ' � �''.�' � ,£� �'s `� �� t.7' �.s'�,3' Pl.AS1iC GAP `� FlRE o7. �"� s ,' W1N�}t}W c �,�• � �:a' DECK c L5�4974 �� HYDRAN F p �.2 tr�,o °�- r N+E:#�L �� , ` I � � �� . ,� c�� ..w-..r.'-- ^ ' �� � ° i,� �" a�F w t ��, �l� �.�' ,�. �,a � � ti� ��, .�,, ,�. ,�: F�= 7 25, C}C}' . t.° i4.ei%� TOP/BAGK __ _ ��. __.__ �� - _ : � �_ ���:- :� - � _�:;�.���: �_-�� _�_�x 41��� i�11Gi�WAY F& 24, EAGLE-VAtf� �.�. ��� ���� �������, ��. �,��� 9:70 �349-i 6 {. � , � am72.5 `�� i,7 � a.o' �s:�� 2' BzDG, °- �.3� • c 1MPf2QVEA�lENT LCtGATiON CER�'4FICA1'E a , � oa �a� � OVEf�NANG 'a . `'' • '�o . � `•� .o o� 7� °~ o S,� �ry �'�_ , ,'°~ ,� ! hereby certify that this lmprovernent Location Certift�qte wets pceparet# � .v ��. - B�DG: .�, , �,. � 96.4 •.Sr• �, •.l� 21;3' �y� f4f ��..i:.�� 1_i;C � � �2.a' ss� ' °�'• (3V£�HANG •. oa.7 .y�' ��. �'� '� �1. #hflf 'rt is not a land survey plat ar improver�ent sttrvey plat, and thc�t it is `. s7.� s °; �s `�'' ,•' rtot to be relied upc�n for the estcrblishment af tence, bui9ding or o�her fu#ure CURB �� j� ao�o. 7s�s.3 j- y a:s' zi 2, 1 ,,�' trnprovement l;nes. �.,. '�'(.� . ry . GOhlG ,�R:• i `�` '"�' �,� ��- �� ��� WAl.t, �' �.f 1 fiurther certify tha# the improv�rr�ents on the abt�ve ci�scribed parcel or� ,�- �.�-. ••.� ,�o '�' ��'} DECK ,�� tFtis date, 4/29J09 , except utility cc�nnectians, are entirely within the " , E�GE ASPHAt�T Rt3AD �'`�. a.�' ' boundc�ries' af the parc�(, excep# as showln, that ther� are no �ncroochments S �.��\ D�GK ��`�' �'� , upon the c#escribed pre�ises by imprt�vements on any cadjainin� premises, C� '�.� �� F2-24Q.Qf3 exc�pt as ic�diceated, r�nd thaf there. is r�o c�pp�ar�nt eviden�e or sign �f any t p ��� � �� easem�nt crQ�s'►n ar burc#eniR an ort �f soid arcel, exce t as nated. ` �'`+�.�` �`, `� �' !.-°=fs5.fi$� 9 9 Y P P P . �� ��. . , �,�y ' . . `t° `~,�" '�li r� .�,� "•"" ',: : ,�°�" ' Ef)GE �SPFiA�T R(iAt7 (^� ----�---^� � �, , � i ��" �~a`�"` �' 6�i�L.� �/r V • �1+�1�`1Gl�� tj.`�{?*3� �. � '`e,`\` J �. �;f3�flCQC�fi} �;�,J�. i��,�i� '�V! ic C.?,,,� �' � " � � � [� � _ , � - � ., �� �,� {, � � ,' ` ° ���� `�* PH(}NE �l TC}P j'BACK GURB � '; %�' ; ",, �� PEC1 ,� �" f � �� � . C}ttt�fi '�� � � M�i a � 2oos ' �� � �� fF� �� ,�� � � � �.,� ��� � �� M1 �� , . . . r` Q /,,_ � �r,.x..:;��¢�. r�!� �� ' �,,,�---� , - -r�vv� �� rr�i� � . , ����. s�w�� ��tv��c.� sso� `�,�� ,f C�� r�s�u���r iNV=�ss�.� _� �,�g�y, �,,�% . e�as�s o� ���v�a�e�r� R���:�}Q' '�✓ ' ��' . : , , � ' ����{������� �.�:�������`� ��������1��� ` �...� � � .� ; ., . � ; ,. , ����..������s��i� Q� ��.;����� ��� � � �� �r�,._�� � � � � � � . :�: _ .��� � �� . , .� �� � � �� � � . � � � � � � � ���� ���r�� �� ����� � ����� �� � ����� � �, , y , y ., ' , , . �: i . # 317'�iC�.C.F�l� DA ; � � �a o� E���..� ���� `�Y �Q ���[�►� r i_ � � i�2N. :' .E�P'�J ' . < , #31( � : , f� :�;;, . ,; A __ _ G ti C3 _. .. � ��� .. , � �t 1� _ _� _ � � �. �� ► _� ' � � � �ETTER A�x) B{X) C{X) � D(X) D E�X} E �-{x) � G{X} G H E�E�. 8t�03. 8 802�.3 8CJ17.4 8Q15.9 8(�2�.C� 8(�2�, 5 BC���. �1 �azQ. � 8C�25. � 8i��4.9 8029. Q 8Q2�7. � 8026. 7 799�a4 �'�� ��� � � �� � �� . ��, � , � "" � 1 V �,�.�-�''{ / ' \��,...��-'�^'} /��.�' } i�� ,�,.�.�^'� i � � � / � � � t..�/ ,.o / ' C � c � c ``�..o.../ DES�RIPTIQf� PL.YWQOD F�OOR NI�N POIf�T R�QF RIDGE S�A�ITING �1W'�Y (T�P PL`r TC�P PARAPET F��RT RC�OF �PLYWOOD) TOP PARAPET F��AT RQC�� (P�YWOaQ) TQP PARAPET F�AT R00� {P�YWO�}D) TQP PARAPET F�AT ROOF {P�YW�C�D) TQP PARAPET FLAT RQO� (P�YWOOD} F�..AT RQQ� (P�YWQC�D) SUPPORT FOR GARA�E S�AB {N�T POURED AT TIM 0 � ' 1 � � �� `�a �"�� �,{.� ��� ��� �/'� F �,/ 4 / .(\ :..� � °�� , ��� �� �� ��/'`� • ,R:"1V / {� 1 �.; � �. J � / r �' i � � �� 26 _ --��.. °�-� -�-... '---._ --._, � —,_. _ D �� J �V '�-) �4.../ �lT� �'�A�l � ii > >i 1 ==1C�--Q �-� ��� � � � � 0 � v �2. � � � � � � � �... � r- ,y �.n .,_..� �o �.r� .� .,e7 caa or r-�i C �.,, : v fi.,, . �r � � y a"' Q � �� �� . .�; �� �� �� � � � � W � � � � � � w � r-�- is .� � � r ' r � � r a � � � w � _ ... ,�, ... - _ __ _ ,.. _ ••• _ �` M �r .. ��o����: - uR�wN ��: N� D A T E: I 2,17,07 ��vis�o�s: �