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HomeMy WebLinkAboutPRJ08-0288 B09-0097.PDF . � t � ; � � � � �n � ail, Colorado �. � � e er, Colorado ,— � co, Colorado � }_ � NOV 0 2 2009 - - Monroe 8� New Engnneers,Inc ���������n� �� TOW�! C�F �✓��L ��� ��.� FIELD REPORT ��� �� � �������-� � �������� Date: September 28,2009 Project #7816 `�k� �' � Project: 4918 Meadow Drive Location: Vail, Colorado Weather: Cloudy Temp: 60°at 10:00 AM Present: Leslie Reed/Monroe&Newell Claes Holm/Holm Construction Concept 4012 P.O. Box 3125 , Vail, CO 81658 Attn: Mr. Claes Holm � We visited the site on September 25, 2009. The purpose of this site visit was to observe the repair items in Unit A that were noted in our field report dated August 25, 2009. Monroe and Newell Engineers, Inc. observed a few areas of Unit B, and will review the framing of Unit B again at a later date when construction is more complete. . The following was noted in Unit A: 1. In the garage of Unit A,the exterior wood brace under the 20x36cm glu-lam deck beam along grid 2 appeared to have been installed per SXl dated 8/25/09 with the following exceptions: a) the (2)-3/4" diameter thru-bolts had not been installed from the 3/8" bent steel plate to the glu-lam deck beam, and b) the (2)-1/2" diameter lag-bolts had not been installed at the top and bottom of the 8x8 brace. These bolts shall be installed. The bent steel plate at the bottom of the brace to the foundation wall was partially below grade, so we were unable to verify the i lower two expansion anchors. i 2. In the garage of Unit A, the steel plate connections near grids F/3 appeared to i have been installed per detail S 13 dated 7/22/2009. � 3. In the garage of Unit A, the HSS4x4xl/4 steel column at grids G/2.5 had been f installed with the baseplate on top of the garage slab. Mr. Claes Holm indicated that a pad footing had been installed at this location under the slab. Future slab , cracking could occur at this location because an isolation joint was not installed � around the steel column. � � � . ; � www monroe-newell com 70 Benchmark Road • Suite 204 • P O Box 1597 • Avon, Colorado 81620 , (970) 949-7768 • FAX (970) 949-4054 • email avon@monroe-newell com I " I 4. In the lower level of Unit A, the contractor installed a 9.4"x9.4" glu-lam beam ' spanning from the Family Room/Jr Master bearing wall to the bathroom wa11 to carry the column above that supports the W8x35 roof beam. The contractor = installed this beam in lieu of the wood column outside the wall that was noted in the last field report. This glu-lam beam is structurally acceptable. However, the existing glu-lam column in the bearing wall is not structurally adequate. The column under the 9.4"x9.4" beam in the wall shall be a minimum (3)-4"x4" stud � pack column. This column sha11 be centered under the beam. 5. In Unit A, a (2)-12x24cm beam is requ�red under the column above at grids 7/G on S102a, as shown on the construction documents. A single 12x24cm joist is currently installed, which is not structurally sufficient. An additional 12x24 cm joist shall be glued and bolted to the north side of the beam(full length),with %2" diameter x 8"lag-bolts at 1'-0" spacing. Alternatively, (3)-1 3/4"x9 %z"LVL's may be lag-bolted to the side of the existing floor�oist. I 6 At the southeast deck in Unit A, the tension rod connecting the (2)-12x24 cm � beams to the foundation appeared to have been installed per detail S 15A dated � 8/26/2009. � ! 7. At the southeast deck in Unit A, the (2)-12x24cm beam above the egress window ; appeared to have been installed per detail S16A dated 8/20/2009. �� 8. At the southeast deck in Unit A, the two tube steel deck joists appeared to be , connected to the glu-lam backspan beam per detail SX2 dated 8/20/2009. � I 9. At the southeast deck in Unit A, the (2)-12x24 glu-lam beam�ust north of the (2)- i 12x24cm backspan beam were not bolted together with (2)-3/4" diameter thru- � bolts on each side of the header beam for the cantilevered deck joist as noted in � SX3 in the last field report. These bolts shall be installed. Alternatively, (4)-3/4" � diameter x 8"lag bolts may be installed. ' � 10. At the southeast deck in Unit A, the (2)-12x24 cm glu-lam backspan beam � between grids 4 and 9 appeared to be bolted together per SX3 dated 8/25/2009. � � 11. An 18x10cm continuous glu-lam member had been attached to the bottom of the 18x40cm glu-lam roof beam in the kitchen along gridline 2. This new glu-lam i piece appeared to have been bolted to the bottom of the main beam per Maier's � Prefab shop drawings. High-strength lamination glue is required on all contact � faces for this attachment, as noted in the previous field report Monroe and ; Newell Engineers,Inc.was unable to verify that this glue had been installed. j i 12. At the upper level of Unit A, a solid wood-pack stub column had been installed , . per the construction documents under the 18x44cm roof beam to the 20x44 roof beam at grids G.5/7. ; I . � 2 �� 13. In Unit A, a tighter wood shim shall be installed under the 18x40cm glu-lam ridge beam in Bedroom 3 so that there is solid bearing to the W8x35 steel beam. The " existing shim was loose. `=- 14. The glu-lam columns supporting the low 20x44cm glu-lam roof beam along grid F.7 are not the full-width of the beam as required in the last field report The minimuxn glu-lam column sizes are noted on the attached partial roof plan. 15. The double joists underneath the Great Room fireplace appeared to be bolted together per SX4 dated 8/25/2009. 16. The Great Room tube-steel window frames in Unit A appeared to have been installed per detail S7A dated 8/26/2009. Monroe and Newell Engineers,Inc. was unable to verify the baseplate connections because they were not visible The following was noted in Unit B: I 17. An HSS4x4xl/4 column is xequired under the W8x35 beam along gridline B. A ' 4"x14"glu-lam siud-pack column is not structurally sufficient. , � 18. No other exceptions to the structural documents were noted. ' � If you have any questions or comments,please call � i Very truly yours, i i MONROE&NEWELL ENGINEERS,INC. � � I ��� i Leslie Reed,P.E. � Project Engineer ! � Q��S P S� ��' I ��`, `,�t't` i :� t�;� 2575 I i ` I � � ;���•• � i � i i I I � 3 � �� �€'���f�u f��� . , � . � , � � � = i I ' ( I J. I i I � I rn I � s� i I \ I I I O I _ I � I � I � i � 14/20 GL ( . " X '7. 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W UTIUTY � RADIUS = 125.00' � � POLE DELTA = 10'15'32" �"� o N ARC = 22.38' � � N � � TANGENT = 11.22' ~ �'' � �.3. °� CHORD = 22.35' F'' � -" — — — . - - � 2 BRG = N68'37'46"E � Z �2.s � �• �.� � � � W 0 � � � � � o I ° � H H a � / c�i �4.0' � p ~j � (DRIVEWAY UNDER °' � � \ o � � soo, / coNSr�ucnoN) � �I � GRAPHIC SCALE � Q � � � O� ,0 20 40 8� � �""'1 F'�-+ �' M J � 20 0 '''� N [i� ♦ C7p� O ?'� \ � T/� O L ' 2 V1 o°•' S°0' � LOT 16 . �� . � � ( IN FEET ) Q �J, �b � 0.527 ACRES ��8 ��� � �\ 1 inch = 20 ft � �] ^ 2 4918 MEADOW DRIVE o RIDGE EL. _ � � � � O O O L O T 1 5 � �� °0 1 8' 8592.6' � �6.9 S+ , H � r� 3.3 N\ : t�� OUTLINE OF W= W � W tp cv FOUNDATION !L h =Q � o � ~ ��j , rT1 i � � N � y� � Na�� � \ �\ LOT 17 rvorES• � � �►� � 19'�� � 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE O � w � (3� MONUMENTS FOUND MARKING THE SOUTHWESTERLY CORNER OF LOT 16 AND � j RADIUS = 5.8' ;,� � ����j' THE NORTHEASTERLY CORNER OF LOT 17. r � n ARC = 9.2' � � `J � o `r° 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN � O / RAARCUS 8'52' 23�. ` o�, \ HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. l � � � �0• ~ M �I 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY F.y �: LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE � � YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY � a'no ` ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � ls�, o o � ��I THAN TEN YEARS FROM THE DATE OF CERIIFICAl10N SHOWN HEREON. /�� M M N �.J 7.5� l ' � O W � � l � BUfLDING SE'BACK . oj 9.0' RIDGE EL. = oo � ~ 10.7 � 11.3' �I - 8593.5' `r �50 b `O � — — � — — ^ _ 23.5' �_ � 18.2' `� 10.5' — — ` r- � I NEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS Q � ^ FOUND PLAIN No. 5 REBAR o 'n PREPARED FOR HOLM CONSTRUCTION, THAT IT IS NOT A LAND SURVEY PLAT, (ELEVATION = 8593.0') tA `� AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABUSHMENT OF N � � � FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES � O o I F U R T H E R C E R T I F Y T H A T T H E I M P R O V E M E N T S ON THE ABOVE DESCRIBED N SSJ'53�Z4»E — ZOO.00� PARCEL ON THIS DATE, S/20/2009, EXCEPT U1ILITY CONNEC110NS, ARE � ENTIRELY WITHIN THE BOUNDARIES OF THE PARCE L, E X C E P T AS SHOWN, � z � � THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY � IMPROVEMENTS ON ANY ADJOINING PREMISES. EXCEPT AS INDICATED, RND � e � � THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT a q � CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NO�fED. � UNPLATTED � � � oo �icf�, L� CC � MC " 1 ..... . p � � � , �• �� �•��'�- o � SAMUEL H. EC •v, �y COLORADO P.L.S. Ho. 09'� �oc NOV �3 2009 � � -�,, 3009� �, m � ;�. �° m o �'"�s•���/��:J TOWN OF VAIL � � Z fj� ` �Q S Q � � •....• N�L lP � � 0 0 o� v 0 rn v � J o� � J �� � W, w �� � � � O n V C � xu � ��Q � �� � a � �a � i �. � �i o � �.t,�_� c� .�r�.` ��;� NORTHEASTERLY CORNER OF LOT 17 � � "���' �S , FOUND PLAIN No. 5 REBAR �'��� � O � � <fik;�; � �p RADIUS = 125.00 � � � ��'J OELTA = 38'S1'24� � � 2 � ARC = 84.77' � R I � �2� TANGENT = 44.09 I I oo��� � CHORD = 83.16' � � cMP .� . � Q � . . � � I � ►—+ MAIL BOXES BRG = S86 48 46 E I I CAN PED. �� � � � M��� I I 1 //.�� �j �PH �y � PHONE PED. W "�"-'TM � RADIUS = 125.00' H POLE � DELTA = 10'15'32" � C—� N o ARC = 22.38' � � �= � TANGENT = 11.22' � �+ 0 �.3� °� CHORD � 22.35' E—+ Z � ' y 8RG = N68'37'4fi"E �i — �2.s' i� i� �.1' y� 1 � W � r7 M � � o � � � � N I 4.0' � �p �1 H M�—� � (DRIVEWAY UNDER °,n' G \ � � � O s.00, / CONSTRUCTION) � � � GRAPHIC SCALE O � � ��1 Q � M W( M � \ 20 0 70 2U '� 80 � � � � O ° 2 � r! O � -- Q S����/ LOT 1 fi 7.8' �' 7.5' ` � � ( IN FEET ) O � � 0.527 ACRES � �\ 1 inch = 2� ft � �j � �? 4918 MEADOW, DRIVE o RIDGE EL. _ � . � a LOT 15 � � °p 1.8' 8592.6� t� �6.9 �� � O O O �, � 3.3' N � H �T� � � �UNDATION ��'\ 1-'-� � E'`'� �O =� / N � � � ' ' � �, �- N � � `V °� / � � \ LOT 17 No-rES: w � �,' Z.`V �' �s.�' � � 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE O � W � MONUMENTS FOUND MARKiNG THE SOUTHWESTERLY CORNER OF LOT 16 AND !�/� . j RADIUS = 5 8' ;,� � �• 0 ' THE NORTHEASTERLY CORNER OF LOT 17. �j � n ARC = 9 2' � � ��. � O � � � ARC'us&152, 23.0� ` 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN � O ��� \ HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. � �rI ` � 10 3) NOTICE• ACCORDING TO COLaRADO LAW YOU MUST COMMENCE ANY ~ � � LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE � YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY � ' � o� "� r, °pI \ ACT10N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ' SD' M ,°� r; �� THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. r"� /� � W 7.8� � W� ` \ O � BUILDING SETBACK � �p.�� ° 9�0� RIDGE EL. _ _ ao � E,.� � � 8593.5' 'n ' 11.3' o I ic � �5� — — � — — ~ � 23.5' �_ � 18 2' �r'• 10.5' — — ` FOUND PLA1N No. 5 REBAR o I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS � � � � � (ELEVATION = 8593.Q') � � PREPARED FOR HOLM CONSTRUCTION, THAT IT 1S NOT A LAND SURVEY PLAT, �- AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF O � � FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LiNES. N � � � SS9'53�Z�»E — ZOO.00� I FtlRTHER CERIIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED N O � PARCEL ON THIS DATE, 8/20/2009, EXCEPT U7'IUTY CONNECTIONS, ARE � � ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, z ^ Tt-1AT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY � IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT RS INDICATED, AND � � THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT o o � CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. UNPLATTED � [� C� C� D �I� � � � G ����� D � SAMUEL H ECKER �,• J ,�••c�: `� O COLORADO P.L.S. N 30D� ���o; ��� � 2 ��4� � . � x m -o; 3009� •� m . ` �D; :i " '_ �/��O..m � � Z ' ���.�Z��:�a4. ��!l���� �# o � � .� `� ��N�....��5 ,i , ._. ------�.__.___._.� , _.�__��__ ______.______�.___._�. ..._._. _ _ _______ _ -�_` �____ _ _._� _ , _ _ -- - --- ____. �_ ---� - __ _ -- - - - - - _ ' -__ � / '�'---.� - _ „ `— __ .-.W.._ � �I , � � � � v, � �o � � a t� O � v � . �r � o � °� . . - une Q � 4918 M � ' zN eadow Dr�ve Va� i Colorad = ^ , o � . � � . �: w a ; � ; u..� o � - , J � ` V � OC G EN ERAL NOTES: PRO ECT TEAM: � a � PROJ ECT SUM MARY. DRAWING INDEX W NOT SCALE DRAWINGS � _ � ARCHITECT OF RECORD o 000 COVER SHEET STRUCTURAL CONT. _� -� 2 VERIFY ALL DIMENSIONS, CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINING Code: � ANY WORK OR ORDERING ANY MATERIALS NOTIFY ARCHITECT OF ANY CONFLICTS OR �, DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY K.H. WEBB ARCHITECTS P.C. INTERNATIONAL RESIDENTIAL CODE 2003 .. . � 953 SOUTH FRONTAGE RD. SUITE 216 CIVIL S 200-a PREFABRICATED WALL o 3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN � � APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE VAIL, CO H I 657 Zoni ng: C OO I I:10 TOPOGRAPHIC SURVEY (EXISTING CONDITIONS) REFERENCE PLAN UNIT A PARTICULAR AREAS PH. 970.477.2990 S ZOO-b PREFABRICATED WALL FX, 970.477.2965 RESIDENTIAL- TWO FAMILY GRADING & LANDSCAPING REFERENCE PLAN UNIT B � 4 PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL,TIMBER, STUD COLUMNS,OR FACE OF CONCRETE UNLESS OTHERWISE NOTED SECTION AND CONTACTS: Occupancy Classification: L � SITE / GRADING PLAN S 3OO GENERAL NOTES AND DETAILS ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF Kyle Webb / Sta cey Goehri ng L 2 CONSTRUCTION MANAGEMENT PLAN S 3O I DETAILS WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED kyle@khwebb.COCYI TYPE R-3 L 3 LANDSCAPE PLAN S 3O2 DETAILS � 5 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS LOCATIONS sta.cey@khwebb.COCYI I ECC Z003 � INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS, S 303 DETAILS Q TOLIET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE GENERAL CONTRACTOR ARCH ITECTURAL S 304 DETAILS • . BEAMS h 6 REFER TO FLOOR PLANS FOR DOOR LOCATIONS REFER TO DOOR SCHEDULE FOR HOLM CONSTRUCTION OO I EXTERIOR LIGHTING PLAN � DOOR TYPES P.O. BOX 5356 SYM B O LS . � A OOZ BASEMENT CALCULATIONS �� `, 7 REFER TO FLOOR PLANS FOR WINDOW LOCATIONS REFER TO WINDOW SCHEDULE VAIL, COLORADO 8 I 658 A 003 FLOOR AREA & SITE CALCULATIONS _ r N - FOR WINDOW TYPES PH. 970.390. I 3 I 5 � .,,_ A 004 BLDG HT. CALCULATIONS . 8 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FX. 970.476. I 777 A4'00 A4'1A •— FLOOR AND WALL SPACES VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS CONTACT: � _ Section Cut Reference Detail Area Reference � � Claes Holm � 9 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE A O I O ��� DIMENSIONED FLOOR PLANS CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL holminvail@gmail.COCYI � i a3 o A O I I e" DIMENSIONED FLOOR PLANS � IMMEDIATELY NOTIFY THE ARCHITECT FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT EL �'-0" SHALL NOT CONSTITUTE A DELAY IN THE PROJECT LAN DSCAPE ARCHITECT Elevation Reference Elevation Symbol 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE A I OOb ��� BASEMENT LEVEL FLOOR PLAN ; B-UNIT CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS THIS PROJECT IS DAVID BEADLE > > A4 1A A-2 6 A I O I a 4" ENTRY LEVEL FLOOR PLAN ; A-UNIT GOVERENED BYTHE IBC 2003 COMPLIANCE IS MANDATORY THE CONSTRUCTION 5543 Bitterbush Way DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT A I O I b ��� ENTRY LEVEL FLOOR PLAN ; B-UNIT � CODESINCLUDINGINIBCANDALLLOCALANDREGIONALCODES Loveland, Colorado 80537 DetailCutReference LargeAreaDetailReference � , i i NOT USED (970) 663-4170 ph. A I 02a %" MAIN LEVEL FLOOR PLAN ; A-UNIT pF CO�� ( 0) 663 5229 fax Q1 12131/1999 A I 02b %" MAIN LEVEL FLOOR �LAN; B-UNIT �� 'Qy� � 12 THE GENERAL CONTRACTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT CONTACT: �P `� KYL� H. ° D a v i d B ea d I e Revision Cloud Revision Symbol � �� � BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINING q � 03 ��� ROOF PLAN ANYSITE WORK drbeadle@msn.com t,,, � ..� 2 � 13 THE OWN�R HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF& O M'I A I 50 ��� BASEMENT LEVEL REFLECTED CEILING PLAN ; B-UNIT , � DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE &SNOW TO ENSURE STRUCTURAL ENGINEER 4 a G�� MINIMAL PROBLEMS WITH THESE SURFACES Grid Bubble A I 5 I a �" ENTRY LEVEL REFLECTED CEILING PLAN ; A-UNIT Matenal Tag 14 SUBSTITUTIONS OF"EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S MONROE & NEWELL A I 5 I b ��� ENTRY LEVEL REFLECTED CEILING PLAN ; B-UNIT WRITTEN APPROVAL WXX PO BOX I 597 A I 52a %" MAIN LEVEL REFLECTED CEILING PLAN ; A-UNIT 15 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL Avon, Colorado 8 I 620 WindowType A I 50b �4�� MAIN LEVEL REFLECTED CEILING PLAN ; B-UNIT CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS (970) 949-7768 ph. TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC TO OBTAIN A COMPLETE JOB WITHIN THE (970) 949-4054 fax RECOGNIZED STANDARDS OF THE INDUSTRY /q 200 ��� BUILDING ELEVATIONS; A-UNIT CONTACT: I6 ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE Leslie Reed A ZO I ��� BUILDING ELEVATIONS; A-UNIT � SETBACKS WITHOUT CREATING EASEMENTS NOTIFY ARCHITECT IMMEDIATELY OF ANY A 2�2 ��� BUILDfNG ELEVATIONS; B-UNIT �J DISCREPANCIES SURVEYOR , „ --J , . , A 203 / BUILDING ELEVATIONS; B-UNIT �� �. i 17 THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING Q O UTILITIES ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION s' 0 IMPACTS TO THE SITE GORE RANGE PO BOX 15 A 300 %" BUILDING SECTIONS � �?. c� O 18 THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE Avon, Colorado 81620 A 3� I 4�� gUILDING SECTIONS �, � o ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF v EXCAVATION ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH (970) 479-8698 ph. A 302 ��� BUILDING SECTIONS �� � ., � J THE NON-DISTURBED LANDSCAPE EXCAVATION ALLAREAS OF DISTURBANCE SHALL BE (970) 479-0055 fax A 303 ��� BUIL�ING SECTIONS "1 � � RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE CONTACT. � p� � � 19 THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER Sa m u el H. Ecker A 400 ENLARGED SECTIONS (NOT IN THIS ISSUE) �/� 20 GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE � CONSTRUCTION DOCUMENTS THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS q 500 BUILDING DETAILS � FOR LAYOUT, ANY DISCREPENCIES VERIFY WITH ARCHITECT WETLAN DS CONSULTANT A 50 I BUILDING DETAILS WATERSHED ENVIRONMENTAL � e PO BOX 3722 A 600 WINDOW TYPES AND SCHEDULE P R 0 J E C T : 0000 Eagle, Colorado 81631 A 60 I DOOR TYPES AND SCHEDULE D R A W N B Y : SG (970) 328.4364 ph. CO NTACT: D A T E : 04.24.09 Daiva Katieb STRUCTURAL S I OO-1 FOUNDATION PLAN UNIT A REVISIONS : � ROCK HAZARD CONSULTANT S I OO-b FOUNDATION PLAN UNIT B ���ni� �f !l�il " S I O I -1 ENTRY LEVEL FRAMING PLAN UNIT A ������ ���� REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 BRUCE A. COLLINS, PH.D S I O I -b ENTRY LEVEL FRAMING PLAN UNIT B Natural Resource Consultant $ � 02-a MAIN LEVEL FRAMING PLAN UNIT A ' PO BOX 23 - 1116 Mineota Drive Silt, Colorado 81652 S I OZ-b MAIN LEVEL FRAMING PLAN UNIT B COVER SHEET � (970)876.5400 S � �3-a ROOF FRAMING PLAN UNIT A � � � � � � CONTACT: S I Q�-b ROOF LEVEL FRAMING PLAN UNIT B D .� � Bruce Collins �°�"� �-� ��n� bacol@rof.net Tp�� (�F Valt� �v f � , � 8558 0 � I � / \ � . ` _ � � -� -- � � I / � ` 8559 6 — — — ---� � � � - P�LOW�D A,� — � '8558.8 I I / O ROADWAY ���Eq p�W RADIUS 125.00 � � o� � �R�VE DELTA = 38'51 '24" � � �s � � �50' R , � � s� � • �• VV.� ARC = 84.7� � � � \ TANGENT = 44.09' � � -�8557 8 c� �8560 1 g560 1 CHORD = �3.�6� 8558 6 � �� / � ` � -� � / � � — � � BRG = S86'48'46"E / � i i i � ` 8560 2 $yr0� � �� 2 � -�C8559 7 � 8558 9 I � I / � \ / U \ MAILBOXES �8558 8 � �° � � �0 8559 2 b-20 O PH _� cb� NOTES: Q / � � a-17* (* APPROXIMATE LOCATION, WAS I I �� 1� DATE OF TOPOGRAPHY• 12�12�2007 WETLANDS LOCATIONS ADDED 7�1�2008. � ` �, NOT LOCATED IN THE FIELD) ''� � � � I I I 2} BASIS OF ELEVATIONS. TOP OF MONUMENT FOUND MARKING THE SOUTHWEST CORNER OF LOT 16, - � ELEVATION = 8593 0' b-19 \ 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY i10` I � ' DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY GRAPHIC SCALE I ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE �I ,o 0 5 ,o so ao I \ DATE OF CERTIFICATION SHOWN HEREON O �8559 8 �� � 4) THE BOUNDARY �IMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT � '�` '� � FOR THE SUBJECT PROPERTY. ( IN FEET ) _�g 8560 2 �� 1 inch = 10 ft 8 � I I _ 5} VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. � S6o �t a-15 � I b 18 �� � 6) 2' TO 3' OF SNOW ON THE SUBJECT PROPERTY AS WELL AS DEEP SNOW STORAGE SOME FEATURES MAY n ''�` '�` i1h` '1h` � EDGE OF I \ 'O1` '1°` EXIST WHICH WERE NOT SHOWN HEREON F'�-� �_. _� _ _ \ PLOWED , LEGEND t = I DRIVEWAY � 7) WETLANDS DELINEATIONS INDICATED ARE PER FIELD MARKINGS PROVIDED BY WATERSHED ENVIRONMENTAL h�0� � CONSULTANTS O LOT CORNER %� TREE EVERGREEN � � � � V1 ( ) i10` i1°` '1h` '1h` ''� I ''''` \ 8 AREA OF WETLANDS: AREA "A" = 4,655 SQ. FT.; AREA "B" = 3,609 SQ FT TOTAL = 8,264 SQ. FT. � BUILDING - - - - - - - - - - OVERHANG O - - - - - - - - - - - WOOD DECK O I 8560 7 WOOD FENCE � � � � � \ 8561 5 / � \ ~� PROPERTY LINE \ � � PROPERTY LINE (ADJOINING) SO , a-14 ^ � EDGE OF BUSHES � AREA OF � I CP� \ SURVEYOR�S CERTIFICATE F� n — — — — FLOWLINE OF DITCH WETLANDS �� / � / � �O I, SAMUEL H ECKER, A PROFESSIONAL LAND SURVEYOR 4�GISTERED UNDER THE LAWS OF THE STATE Q O � � � � -v� / �b-�7 � OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY � � � � �o � SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. O G � 1 u S��� 92 I \ H� �y � � � � j�a-13 / ''� � � � ------------------------------------ � � �_ / / / SAMUEL H. ECKER � � � O �,� x 8562 6 � COLORADO P.L S. No. 30091 rT . �--r ✓ � ��' �°12 I �� \ FOR AND ON BEHALF OF �'`� �O � �,u� �,u� � G�RE RPN ,,� GORE RANGE SURVEYING LLC . � _� / 8563 3 �(b-16 � , � z \ � LOT 15 � �� � � � � �. Q 0 ��, � � 1 I , O �� � � � � � �� � a � � � �t a-11 � � �J O w J � � _ _ � M � r-, � �'� w .�"� � � � � - - _ � .. f� 8564.1 � � y � \ � � � �/ � � 8566 8 � a � � Z � � � WOOD DECK � � b- G I � ' ^ � l�a-10 8564 5 � � � \ � � �T� � 24 4" � � � � LOT 17 �.`.� � � � � � .,II� r \ � 8564 8 � �" '�` - - - _ ?� � LOT 16 � � Q I , 0 527 ACRES l�b-14 � plot-5 � � � � - 4918 MEADOW DRIVE � �� x � �o�' I I o � � COVERED M 2 STORY plot-4 I �a_9 GARAGE SINGLE FAMILY HOME � / �L/ (MAIN FLOOR ELEV = 8567 2') ,� � � �,u� �,u� / �tr� � �' � ,�o 00 � �,u� � , s � _ _ _ _ -_ b-13 � \ WOOD DECK �iplot-1 �a-8 �� \ O � � � �a-6 i2 i• I � � �"'�1 a-1 plot-2� \ �(plot-3 is�� -12 �t a-5 �. � � �,u� � �,u� �,u� \ O a- Q \ � N AREA OF a-4 � WETLANDS O � � \ x N N � DG F SE I � � \ � O VE RE TR 8S' \ \ O Q 21 4' � O � �b-11 Z / � � � � � Z / �� x b-10 W Q W BS�S -7 O 4 � -9�5-8 �. � � � � � � FOUND PIN AND CAP 8S �-�t b-6 (ELEVATION = 8593�� 8� b-5— 8s69 � � � � � � � � � � � � S89'S3'24"E — 200.00' ° 8S8 '� S �. m 3 m o �, � �,t� �u�. � � � �. �,u� Z v = , \ O � O i _ 8�` � - 90 \ � ..-T...,�.,,-,.- - �� ___-� , Csenera l Notea \�� ��� I � L Exieting ette mformallon Ie baeed upon a topographte eurvey prepared by Gore Range �'�-�.���� ��� °,�urveying,LLG,Avon,Colorado.(910)d19-8698.Job+01-41�. July 2.20m8. � ��"-----�--�� � I 2 The Conetructton Ifml!Iine Ie ths contrect Ilmfi 11na Do not dfsiurb ery exlstfng ireee or \ \ veyetallon deeignaied to remaln or locdted oulsfde of ths coneVUCiton 1(mk Ilne wilhout I � 'l\, � f approval of tha Owner and Town oF VaTI. � l,� � � ] \ I I \ 3 ContrECtor to verify exieting ette fnformatfon,Including elrueLUree,utI11lfee,proparty IMee,1lmits � � I of roadwaye,and curbe and gultere,thet mey effect tha ecope of work prlor to bsgiming g � Iette coneuuctton. E � � � \ I I \ 4. Exfettr�utTl(tlee are IndfcaLed for Informatton only and not Intended to ehow exact Iocation. � O � � The Architact te not reeponelble for the locetfon of underground uctlitlee or etructuree v � M�a e�ow �y�I\ / \ I I \ / whatF�or not ehown or def.atled and Inetalled by any other contraet The ConVacEOr eYall � � � � Y � loeate all utflitlee end malriialn tMe locatfon during all phasee of the work Contraetor shall � �. '""""°'�°----.� \ I I I� be reeponeible for any damage to uttlitfes or euucturee and any fr�urTee tHereFYom � � O � I /�'�� Reetoratfon oF any ut111elee damaged by ehe Contractor ehall be ae tha GonVactors expenee � � \ !o!he eatiefactlon of the Ownar. � � //����� -4ppro i I 5 Conform to locel Water and Sanii.eifon AIelrfct epeciflcalTone for waSer and sawar `.. �'� x• ,� �T I coneWctlon. MalMatn 10 feet mTnfmum eeparation beiwean walar and eewar underground V � //� ��9�-° O F� (��'j �j t j g'T \ i�I I / servfee pi pee MeTMaTn ei 9 h t feet minimum cover over under 9round waSer earvfce. Sewer �(��' � T�IOTE � _��k18t, p �"` . � I eev�ce ehall heve minimum eover of 5'-6" T'rovTde eewer eleanouT.wtth loeatto�to be _ V � / �""� ��`VRi= -- ---)( �� �-�'r I� I I revlewed by the Archlteet SenTtary eewer pipe!o be 4"PVG SDR 35�29:mTn.elope, � � �, Stone to match other site stone work �_- , � ScY�edule 40 under all Fvrdecape,pavemente and walle � D=38�����° �_ � �4,C�G'10, - /I � / '� I I 6 Propoead uifltttee ehown are diegrametic,11nd locdtfone are approxfmala. Cseneral Controclor � � �" P n r _' to varify all utility eervica locattone and provtde drawing ehowtng propoeed uttltty eervtca � � 1..,=8�._��' �MAILBOXES� A / / � �►- I I � comectfone encl routfng for ths Architecte raviaw prTOr to conetrucf.lon. � Over sized capstone t_�,�,�9� �� -- \ � / � '� L '� '1. Roed eute and any othx eoneeruetion Tn road right-of-way ehall conform wTth Town of Vall � Q �2" min. -6 mTn. th(ckness GI-1=83.1�0' ,�F �'�"�'���1 1 I � �.. t�� ' i"n / �- � PH requ�remante � � B rg=S S r o°4 8'�C"� �� gr� � � � � ' ,f;, � � 8 All compaccto�ehall be tn accordance with the 9otle Report � � � Typ, wa I I stone - 8" thick �•/ ,_,�''�� F'��-�,,� f �O"° � � ( Ffnlshed qrade .., Headwalle� S d aue � , ; Q - See pTan be� 12"-18" length by r� `°~µ--t *� � � `f � \ •� 9, f'rovfde written noitftcatfon of all dtecrepanctes between exTeting and proposed Q �2 de t�'1 � 0 v e�te rmprovema%e Q _I �f p U� yJoj I $ ' j� \ \ - 10 All ette rotatning walle will I�cluda badc of well dratne ae requfred and approved by tha � � ,, / +• �8° �}� ' \ f' \n. t � .. . ... °votl'e Engtneer. `, I �I ( ��I I �� , '- Stone deadman '� (o� �.G. � / ��y �( - -- �-- Inv � I I \ \ IL CorM.ractorCe)ehall f.aka all neceeeary etepe ae rsqutred to properly protect end melritein � I�3�� ( I-� I �- - / � � � `� -- -- ' � , � \` �4rea Des i gna ted a s UJet la nd �y hte work fa the dwatTOn of thfe cwrtracl. � Q -) � ��� � �� � T•►OTE '� /�` � � 8 I .. V ... � .., ,., .. 12 ThQee drawings do not epeetfy eefety matertale,equ�pmeni,methode,or eequenc�ng,to � � ����.� " = AII StOYl6 WdIIB OV61' ��-0�� td�� / � \\` / 'I ` � I � \ � � UJatershed �nYironmenta 1 Consultants p�'oleet paeone and proparty. It ehell ba fhe corWaetor'e eole reeponetbtitty 4o direet � � � and tmplements eafety operattone and procedures to protect che ouna�,othar conlreetore, m) I • '.� H �6 will be deaigned by, and have their / � I' � � y \ � � � � eFn publtc,and otherd � Q tnatallation monitored by an �ngTneer / ' ` '�� /'� S � � \ \ \ I N � regTstered in the atate of MiasourT / / �` / ,'�/� �� `9 \ I I \ \ \ � 13 Reforence io north refere to true north � � � � Y/,' \ \ 14. All work ehall eom I w�th ali a llcable codoe and ordinencee \ -I � (- -I �, � / �- j - �� /�p�eW L / ��� /� i Exlet drive i ; \ I I " '* \" �` \ 15 ContrectorCe)eFiel�l employ a I caneed eurvayor 4o ee4ablteh ell work Itnee � Q s-! - ���/ i!o be ramovad� (,., • `• ` • � , • � ^ 6�� layer granular backffll � � / �` � Peluetrina � I 1 � ' ' _ _; � \ � 16 ContractoKe)ehall eleke ou4 all areae,includMg weNcs,pavamente,walle,poole and fencee and � - 7 - � �' M � wrappedw/ filter fabric ,� � � \` Ef1�'t�f1CORIQI�. / r / � � '�^ }'. \' � � \ \\ 1 + � ehaU obtam ths approval of the architeet prtor to proceedmg with the work � CY� -I I� • �^ ' W/ �' perf. PVG drain �fY16 / � ,4t'C8 � i I / ; �� 1 \ 11 Teka all dlmeneione fTom faca of curb,wall or bullding unleee otY�arwtee noted. , _� � I_� `' if requtred by the Sotl's Eng. / � �� �, , � I / r �.��Y,,,.�•'°'�' \ 1 \ � � 1 18. All dimene�ons callad out ae 'equal'ars equldie4arit meaeuremenie to dseignated eenterlTnm(e). � ( (-----I ( I- �-.'^ ' " r '' I � �.', j _ �intshed Cxrade / � ` � \` I ' �„��n `r � , � '� " \ �' '' 19. take all dimeneione perpendfeular to any referenee Ilne,work Ifne,face of buflding,faea of -i I I-!\�• ..v. . - - � ` � � ,��„ � � \ � I I � wall or centerl�na ` - see plans / � \��� � ��.��o ° 40���0 � � y i I c�,' �%� ' I \ I �\� 1 `� 20. Gompu4sd dtmenei�e ehell taks prscsdsncs ovar eealad dimanelone,and largs eeels ovsr `�---' i=-, _ � o Lo "o�=1 I i-� � � _ _ � ����, � , ���, , . � � Aggregate Base-- o 0 0 � � � ;� �-, \ I emall eeals drawt e ' I�_� i �p � � I I I-� I I- / � \ \�� - I � �� �" I , � � �r � \ 2L AI lee to be 90',and all Ilnee of avf and fenc� to be erellel unleee noted otheiwtee. � � 11 � f � �� �_� � \ �XT�t. tld S �a^9 P "9 ^9 P WI ( 's-I I � ( I ������� -I I �-� � .• � + .. ../ � .. ` �.. �� '� � ' �� �_' � -----------�-------- ------------------ -----� , ,. �� ) �1 \ 22 Matntat�horrzontai eltgnmerrt oP adJecent elemente ae noted on drawtnge � -� ( f-� � I I---I I � � � -t-� 1 , c', ` , � � � � � _ �� , \ I � 23_ Referenee!o eeale ie for NII eized draw�nge only. Do not ecele iYOm plane or dstatle � i Gom aeted Sub rade �� �� �'°, � � .�- 24. Notae end dateile on e az^tflc drawt e taka ecedenca over arieral notae and i Icel datetle. -� � (�� � =� (�=12°� (=) � _� p 9 / .. /.. � .� / _ .. .. .. W �� f I �,�� ��-�-` -- �-�, \ p "9 nr g yn -I i� _ _ -i (Compaetion per C'J01�8 Report) � / � + �'��,'�„ � ,,,,�:� i � Eqreea � i`��� ` '� I� \ 28. Confltate or dfecrepanetee wif.h gradee ehall be broughf.to tiv atterM.TOn of ths Architect � f�i i i-1 I I-t � i I_ / -� \` �; �I `o��n u n n���� I i�('�� WRSdow \ ' 1 , \ �I � y y ��J Wall )( � i ImmedTately and prTOr to proceeding wRh work \ / / / ,., � � ,� i4 � ,� ,�, ,�, �` , I + � I � lS! ' \, � I \ 26. All flnfehad gradee ehell provide for naturel runoff of water wtthout low epote or podcats Sat flow � � / �� 8s \` � + I �0 I I , � \� i '� ` � ` �'` ` \ 1 1nae accuro te ly a n d prov i de e m tn imum 2 5 k en d a max imum 3 3 k gra d l a r M.un laee o t F a�w fee no t a d ; � / � y68 \ i �/� m 61 I ; �� �' � i I \�\`�`6� \ \ 2'1 Gradually round off topa and losa of all plantsd elopse to produes a emooth archksetural � � �, }� t � / ,r ,� , t rene t t ion b a tween re la t tve ly leve l areae a n d e iopae,un laee e h own o t M r w Tee In grd d ing d a t e i le � / .k y\ + 1 I � � �X16t. �� \(P i I � � � \\ � y\ �8. Gradee ehown are Finreh grodee. 5ubgradee needed to altatn fill or topeotl plaeement.are not `� � / �/ � � `. EVCP reen tr � i � \ \ � reflxtad Nold itntshed grades for p lerrting ar�d lawn areas 3"be low top of a c�aca�t � Q � ,AC6d O�. � I `� � � pavemem.,ancl/or eurbe unless otherwiee noied on the drawTnge � � +� � \ � 4.0 b rQRIOV� 6 I � .. \ .. V t o n e � �� � � � y � �� y�xist. Wetland� �i � � � I I ��^,i�ii i^n (1� I \ \ 29. Provide axpaneton Jo1rK every 30 t'i,.max and wYars new concrete abute existing concrate � � � \ ({y"'�) � , c�``J�������'�`?� \1 \ � ` \ pavtng end welis unleee ocherwlea notad See dataile. � 1 I/ �•� S�Q�e. N.T.S. / � +�� +• + aQ�T + � •• � + + � + � � ;/ I A, � I �\C;�" `o�` i I \ \�1 ,•, � 3D. Prov�de control�o�m.e as ehown on drawtnge between axpaneton JoN�ta Ses detafle_ � � � St ra a� � � ' � �r; � ; � � v 3L Sleavee end conduite ehall be Inetdlled 18 Tn.below fintehed grade and ehell exta�d 12 in. / � � It: � I �. � ,`.=� \ � \ 1 � bayond back of curbe,walle and pavtng � � � ' ------------- � �� �y i r Yi �/��►/ �4 aY r W � � ���� C= � 1\��\ � \ aY �Y 1 a4 �\ � / �� � �' � ' I I i xfet.drfve i I �_' � � ; \ � �! v tO�e�emOVCd r , ��' � � I --^- � .. / . .. �.. f � �_ .. .. . � . I ..��J I 1 '-------- --J � I °�;, �� � \ � .� „ _ � �� �egend and �►bbrevTationa � �C � LOt ��o \ � � �o, ��� / � i I I 1 � , I ���^�� ��:.�;� ; � �` ---�-- 3 / C0521 AC.) � � � `V V�y yl lu�y�V`JJ � � � SC bottom of curb elev exiet.gaa 11ne , ' SS bottom of etep elev. � �� � �/ � � ' '` l ' ` " \\ '" " " " f l 62 ` � I ; I � � \� ° " � k SW bottom of wall elev ----Sg---- exiei.etorm eauar 11�a � � � � � � � \ � � � I G,1 coritrol JoTri!Ceaw eut) I � � \ � � r / � � , � � � � ---BAt�-- exlet.eanttary eewer Ifne � � � � � GMU concrete maear unft � / � . �.� _ .. .. . �. _ .. .. _ �� � / � J � I It � � I � ♦ _ � _ � y _ i � .� i � --E--- exfel.electrTc Ifne € GONT corM.fnuoue /� � � /I j ��� �- ---�` y� --� � � CP epa/pooi coprng alav. � / a r ,a /.r r r r .r .r a �\ / / • ���1 ��� i \ \ \ ` �, ,�, \ ---W--- 6XIst WatP.r�lll6 � / � / � a d � �, , I i � � DIA dTamatar _ i �jr � ,�� \ � �� � / � , I � � � ��„„� � � \ ` � I ` DRUKs drawtr�a ---T---- exiai phone/t.v. � /♦ \ o �--- �- °e"'u������ n ` p � Mµ exlot menholC �_ I �\�y�u� i��`a ' \ r .r r' 1 .r\ EJ aX 911610fl Oflli � ��a�� �, � _ /� � �_,�___ _ y �. , O / a rp / f � /' % -._.���� / / � ' � �- c`�� �o� --t� � ELEv alavatton ,� [/f � '��/,�� � ;I �� I i ��; ` , ` EQ equal exiat fire hydr6nt / � ; �j�� ` � � % r - '� y ��`.-+f10W� ,�'� / � � \ \I � \� � �` � \ I'� I y �FE finfeh fioor elev. � ' a / � 63 I Exf6� _ � � \ � al�gn eurfacae � �, r�-____�. L__ JEr, �_, ,.� �; g i O� �� � � � � / Storage i � �_, n � PCs finfsh rade alev_ ��g� �- FL Flow Itna of swale � �� �� / � y/ y y� � � ,.� �g � Por `6�� ��6¢m �V� �.Q� *��8 G A I� C`� � \ l � I ` \ FS ffnTah eurface alev (pvmt) +/- lue or mirwe dTmaneton � / � Qc � / `. bd.0 e 5 Q / s �(=T�38g� �---- �`�„ ;�"��'� � ��� \- � � \ T ��� �� HP h�gh potnt alav, p �\ / C\J �I Q \ / w r � � / r r/ r r � ,� �I� � \ �S ' I �`��° ��iiiti���'� ����`' m� �I � \ \ + � 1-{T hCT ht � � � �l0 � l� � . _ '� � ' (1 \ I � LP low point elav 5 rai , detail callout � � / � � �t / �g X � �_, _',� \ M.4X maxfmum dfineneion - / � r � .. / : �. ., r � P8V d1t ------,-'�.��-------! -� FS �_� - "; �\I �� 0 I I � MIN minimum 8-6• � ,� / � � ,� I-���- ---- --- --- - - - �_�- - - � , ' +�,• . �. .. / �' // �, �� � / i alo L ---------`c'� --- `; � ,` \ � � O.G. on eenter � �� � ' � angle notatton � � I � PA planttng area � - I / � / f � / p � T v'�b `o \ r "o � pyMT pavement c+ ro ae Ifne � p p•9 / a /r � r r ,a .r � �[ I � 9'X�9'Extertor I -I � 9'X�b��YIG�OS6C� `���A"n��� �°� J � �� '3r. ,r ,r r �p radiue notatlon �� \ � Pdr'Icfn ace -- - Parkin dce `p����nnun��`�� \ � � ' r I / / � � ♦t t �- _ y V Y Il Y V I ' �\ � n // � /� � � y � � �� ` � g��b a� � / �_ I I --��p_ I � � ' ' � � � � � RIM iniet/manhole rtm elev. �:� prop etorm eewer Ifna � � _ _ � � � e o /� � I ' I ' � � \ \ "� � � \I" \" TG top of curb elav. � I � ,�// � � � � 645 � ---�----�--------- , '�-�---� FFE 856�d�-- ------ - � � � 1 ' \ � TS top of etep elav_ �,aN prop eanitary eewer Itna / / 'r r '1-� \ / , ---� r'' ' I ( � \ I ..\\ '.. .. � � ` \ Twl'f' topc.�a�wall elev. �g prop.elactric Ifne . . r .. � �.� .. . � I // /� / / � y + � �aaW B � \ 9'x19'Extarlor � ,'� I � � � ` � � � I 1U11F welded wlre Fabric W prop.waierltne � r g 1 9'x18'Encloaed I � `� \\ � � Parkin ace} € r. r r r r r � g g / � {I' , �L9p� ',_ ` I._ _*_� ParkT�L9p°.�aca I I \ � ' .. �. ` WS epa/pool water eurfaca -�/N prop.phona/cabla tv. ; k � L�- , , ; - ___ _ ' , �1 ----�---��et �to� 2,0 . : ,. ,. ` . � � ✓ ► / �./ �. � .. .. t �. .. �J ' � ds � ` '\, `^ g I `\' - - - - - -_ - 1. \' .. �` .� \.. \� d1rectton of elope -�--�------�-- -�---�- �� � 4 � /\ � � �� / 6� � � �X -- �,- ' - � -� �_ _ \ \ ` ee�m prop.contour ----� dfractlon of 6wale � � '^ � , Part Wall 8 er8tlon/ \\ � FS b125 ' .r a I� r/�a����nL�D75----'�'- r _ I 1 ' \.r �-�-propoeed epot elev. � // v:/ - �- .. -------- - - - - - ne--- --- --1 ` � •. � '` \ � \ prop dry-layed atone wall I � (FS 6725J �� \ �� � .. ,� / .. � ,� �� � I �, � � , � � i�� � � � � _ �\ , �-�-exiet.epot elev. t , � : , � � �„ prop.b � � � / ,. / .. .. .. � ^---------------- , v I � �i'rg-Fab u � �� � ou er wa /\\ � t � ... .. '� ' � , F�.f I I , I aPe � ��� 1 � � iL 9� � property Iins ���� � ¢----- ��, � •�\ , �� � I �� ���\ �` I � � �� �� � � ; ---------------�----'� I I \ � � � -, \� � � � � 00 � \ � � \ � � � � � a �a do�u \ � � � � Q � �-__�.�W____ Dr i ve � � � . � ----_._-_... __ �``---.. � � ,1--� � o � �----- a o �i � �b r x Ea ���� � / � � � ��� —��g� oF�k __ �_� � �� "�.`-�_ ��p=nt -- -—- - - '�� � � / � � � R=125.mm' ���"' �------r-- --- r — ----� ; � � i � � D=38°5I'24" �_ - - --- - �- " �!�J , ,// � ;�� � Straw Bt�le ' L=B�.-r-�' MAILBOXES I i'�conet . � ;�r I I � Dam / � Q [-- — � T=4�.m9' �,�,�� ��- -��1 �� l ��PaNci ;'� ��� I� � PH � 'y � C1�-83.16' ,\� �' I"�`�..'�' ��� � � , ; �n / '- ❑ . . . . Brg=SSro°�8������ �;' �_��.,'`�� � � �� �'__ _��.__ I ° � ' ' � O � / � � ;'" '""� • • UJoven wtre fence C1�F 1/2 qauq e mTn.,� 36" mTn. len�th fence pos! � � � �r/; � � ' � � � �� •�• •�• max. 6" mesh apacing) wT�h fTfter , � drTven min. 8 Tnto ground � pe � ,, U/' f Perking `� � . � � � � \� �\ • • • • cloth over. � � � I� 9 � � � 10 O.G.max. s acTn , � / / � � i" % ` j / --- -- - Parking � ' I �\ \ i.-_� �] =� m� • � • • �� _I _� ��� verticdl fdce � �' � � Q �� \ /,.' ;��.�,� straw Beie i —— ——— , � " I�I I�-1 i 1-=-I I=- � Z � �1 \ -°E�i�����I��='I�� i(�_°��--���_��� �� Undisturbed round � �- \ /� ` � ;•'Dem � � � � .� . , -_._.-_,. 7� � -I I�=1 I�I I i=1 I�I I =1 I 1-1 I 1-1 I I- g j ac \l� / , � � — ---- �.— ; —! , _ �-_,, � ' ' � � � �mbed itlter cloth min. S" c � / � � � ,J � � � _I��i��,����� ���`��� b�low rade s ; � y��; � Conetr., .'� � � - ' Y/� �� \ °\ r\ � , ��f-������� -��� g - E � � � / ��� / PBrWng j�' f� / � � Gonstr. , �� ;I �y \ \ \ \ -'��--f I I_�Ii- `-9 S ectftcatfona � � � __ � ` / �y � y a�`�.`` / / � � � i Pa�lctng � �I i t � \� \ , \\ ��dol ina Ueta i l Woven wtre fence to be fast�ned securely to ° � � ' . � , . .. ,. � \�� ��. �%� � %' i� �� \ fence posts w/ wtre ties or ataples � / .•� •. �. \�:� �'�` � � / L --- '�-----`=�� � .. \ \.. ` 1 .. � w �w � 2.Filter cloth to be festened securel to � � / �� � V �_�,.-��"'`P� PortBble �I \ �4►�gle first stalce toward � µ w � y � � I 1 � ����� „ p y y � � � / � 1 � previously laid bale � woven wire fence with ties s aced ever 9 2� at to and mTd section / .. � .. �. .. \�: srttisec�rmentatron � � / �. � ! 60 rortat �;�, �. � � � y � w g Y � I' �t`.,,, Fence et pertmeter � ` �^,���"��; �- � 1 �^ �� � � I� � x x , v r I � 3. UJhen two sections of filter cloth adJoin � / ��� ' - during eonetr. ;,;�� ��`�, � l'�� J' � 1 I � FLOW w , , „ each other they shall be o e apped by � / .� / . .. .� . ..����-- :��' `�:� � Dumpater/ r : �� I ��.. �. I . —� , ,� � X 6 and folded. ; / � 1 � �����'�� ;;� ��; �"�� ' � ��'`� 'a'r ° � � „ " " x , " �. Maint�nance shall be performed as needed € � ��. , r '" � 1 �xt t. tla s E � � � � , _=_ � � � !___J �`� �� � , mat al r ve d replace when , _� �_� � , a . .. �. . .. / . �. .� �.. .. -, --__�.�-_._--------------------- ----- � � � \�� � ,, - �, --------- --- \ � _ �J ..1 �� � .�� Y �yL y .� y bug�g�d���op r�, thensilt fence d La / / '�� � `;� �� � � — � � � � ��� \ I w W w � , y - Bound bales placed on Steel either T or U t e ' C."'_"� � � , contour � � � � �p Q .�I I .• Posts: / .. �.. .. . / .� .. .� .. � ���� I C;;�� I �� �� � �1 � — � Y • �« y or 2" hardwood � . / \`� `�4VylllllV^�"`` '1 \ i\ ; Ja aYl -- - a + / � � � � � - W = ��� I �, � �� �. \ \ I \ _ _ - W w �ence: UJoven wire, 1� I/2 Cs,4. � � � ��� / 8$ \�: � � \� ; � , �� �� � � -_- -_ � * (2) rebars, eteel ptcketa or 2"x2" atakes ro" max.mesh openTng ; / 6 � � � 8 ---- - � � FTiter Gloth: / / � e ��. � '� q. , \� $6 � \ � 1 1/2 to 2 Tn ground, drtve stak�s � r. +r r r r r .r r s � (�. i \ j \, � J. �4 � � � � K � Exist. � , � � fluah with bales Mtrafl or approved equivalent � I' � \ � � � \ � � \ � / u co � , „ „ �� „ / \ Ever raon Treea �. � \� \ \ Czeofab , Envirofence or approved � .. .� �'� .� .. ,4�ea o� .. to b removed 6 ; y y Prefa ricate its: l, � � �� � � � � �„„„„� �J, ��, � \\ � Specifications equivalent � � �� � w � �xist�We�j�ands • �' � � \ JI_ _ �;;����u�uui:��i�`� \l�� \�, ` \ I,� � � �/ � � aP�� � � � °� � _ � ��� I / � \ �,,� ` �� ; �; � � - �f'�Gf I�r ��a t�',�°ta � � L Bales ahall be placed at the toe of a slope or on the contour � / '� \ I �`� ` � \ J� and in a row with enda tightly butting the adJacent bales � � � � vj � y � � � ; / �;; \ \� ` � 2. Each bale ahall be embedded in the soil a minTmum of h", '� / , � � � , � / .� �.� W .. ,.�, � � �— �� � ���\ .. ,. � and placed so the bindings are horizontal , / / � � � �l � �> � �\ ��\ y � 3. Salea shall be securely anchored in place by either two stakes � � i � � � � \ � � ,�. � � �;, � � ��t i y \ or rebara driven through the bales. The firs� stake Tn each "� bale shall be drlven toward th� previously la(d bale at an � � , � / � _ �\ �-�; A� � _ \ � / � j/ I �`��%;� �;°��' � ,''• � � \ ��� � � �� � � � � �� g g � v / �� V`u�u'IU;,�JVJ i �,, 1 d11 �E t0 force the bales t0 6t�'k°•I' r �'.r r r / .r r .r r n. .�. .�, .�. u i �` r r � .r � �. �t18p ectton shall be frequ�nt� df1G� 1'�°.p air and replacement � �/ / � \ /j,' � �� � Silt/Sediment6tTOn � \ �`�� � � \ sh�ill be made promptly as needed by the contractor C . / y / W � � W � � � � y � I,• / / ��e ati p��m�� � � � � � ` � B. Bales shall be removed when they have served their usefulness j � �,; � durTn9 conatr. ; ;� I �� so as not to block or impede atorm flow or dratnage / � / r � .r r /r. r r ,r r r \ �',, / / / / � � ' ' � \ \\ \��` � r \ j /r� ��:�� i U�it � � '� ` � � � E , i . /� '( w w � / .r � 1�G�/ i .Y r .Y .Y � r. /�'� / / / / /� 1 /� /� � �(��11 il ll il n �` � / ��` 7 / �� ��'�,,' / �V�1�V� Vl i C\`J;V y J u u u /``� \ ,,` a i na' 1 n.\\ r \ % _ �'��.j .. .. ,� �. � . �.��� / / / �/ � ' ���' � `�� ��;� � L Ternporaru �rosTon Gontroi � � � � i .,.- � . � .. I_ 1 \ ~ I StraW bale stltatton berme aF�all be uttlTzed durtng the � +-O� �� � m �� / / �:�� ---'/ Ex1sl. �-; �;, �� 7� eonswetion end landseaping perlods. Berme shiell be � ��' `� � ,. ,. .. .. .. � �---�- --- -� _�ritr Everq reon T Qes "� �� � \ � ioeatsd accordtng to ths pTans and as roqut�sd to ti Por to b3 remov � , �;� , ,,,�i I �' 4�'a / � 7 � � �, � / / /� � �"`�p �'' /,'�� ;;'�\� �l;' \I � � �O t �� eontr�cal run-o�ff. ana ahe II bs tr�ste Ilsd prtor i i� ; � :� „�,�,� ��..� � � � b � �/ . / .� / / .�/ .. . �. ��� � � � ;'��/ � �:., ���,��4�?��;�' I� � ' ,. \ � I � � UJeter dissTpetars ehell b�lnetallQd at intsrvele tn � � Silt/SedTmentati ;� � . , � � / �p /' °� / ,° (1 \ ci�alnegs ewalss not to�xcesd 28'. ! / : 1-'� � Fence at perlmeter / ' � � / � �/: � � durtng eonatr. �i ( � �_, =� �\ 1 0 � � \ TY�s Contraetor shall be reeponetble for prevenlfng ' � ,� r r a r. r r � / �_� '\, � � a r r � � [_� �-�� p ' E �`�°« I the roleeee of aedTmen! laden water fYom the i , � tV �/ ��� � /� � j'/ �i ' '' / �� �� � �'� \� � Const�uCtdon sfte�dl'Id Ahdll b0��1�i�ad t0 11'ISt�dll € I ^� � �� ' y `:' �'' \ ' r � � \ addittonel control faetltttes at!F�direetton :. � 'Z .• �•. � • / y .• • (_; � � i�� �'�/ i � �'� � \ `C;�, „ ' \ .. ���.. .� ,.. .. I .� of tFn Owner or k�spxtor,should problems occ.ur. � / � ` o o�n „�,. � � � �i/�� 1 4V/I%I1111����` � � ' I � \�:� 'r � � Matartal La Down ' �- — �„„„„„� � �'�, .P\ All slopee greater tNan 2:1 WIII receTve Jute meeh erosion , / �/ / � � �-'' t Temp.;5t�rage � ' / \ \ I � � 1 � \I \ c.ontrol febric untll �evegetatfon grosses ero esteblishsd. � r �a r. t a�- ,r r � \ , i/, / ''�, �� // / �.iar� B \ � � � � � y \� 3 I � � 1 � � � � ,, � `'� ; � I 9 � � � � � ;� � Protectina Natura 1 �eatures � � � '� " '"�� '" " ` '" � � � /-� � � � / \ � � "` � ��" ` G � \ " � T#�s area oF dteruptton Wili be eompletely fenc:ed !o � / � / �; � '��,, � � 1 ;� �, � � proteet eurroundrng und►ewrbed vegetat�on. m�areae � will be rev stated to mateh tJ�e nawral v etation. � � / � 1•('� �'� � � �� ' ` � �\ whie.h ere not landscaped but Wtthtn ths dferuptlon zone € r �4 �4 .4 i .I. .4 .4 t 1 � 1 i .Y .4 1 � / � � �'� ��,� ;��� � f �'' .�/ � \ 1 �,� � �\ All �cTetT trsss deef tsd to rsmafn will b�eurroundsd wfth ; � � ✓ .. //.. .. .� .. �. .. .. .� '� � / i /' , � ,' � I I �.. � __ .� .. �. \\ � enow fsr� inetallsd�ths drip lir�. Ths fsncfng wfll rsmein E / � � �,� i� i'� / ' � � — \\ \ tlrough ti�s enlire construelton pertod. \ � I / r/ '��/ � t Uk I Sa arai 1 � \ � � ' i a4 a4 a4/ �4 i Q=.,y/�.�i.�°W +4 � �/ � � _ ________ � _ _ _ I ,'\ � Par ton/ / r�� �/ / v i � �.r���������� �� Properiy ine � 1 ..; . .. .. �. \�.. � �� � .� .. .� .. �. .. .. .� I'� � '.\ .� ��.. 1 .. � .. \ . ' �'� � ; � l � \ � � �� \ / / / \ � � ` � /� � I�; � � ¢______________a � �I \ � � \ � �j� .. � . .� _ � .. .. _ �. .. �. ��: � � �� � �.;� 1 ..m�, .. �. � .. �� i ; Entr ;� Roof 7op � ��g � � �\ .��� .. .� .. _ ��� � Porc1� , Terrace / �� � 3 m \ I � � , ` \ �r .r r /: ,r I'%____________ 3* ____________________�_________________ ___________________ I' / / �'r \r � � a r r \ � � � � �� � � / � � � ________� ' � �- 9- ` � �--°.•°.._'°. � \ .. .. Area of �..� .. � �; � ` /I .� .�� .. $��� .. �- � � O � \ � � �xTst�UJe�ands 1 � � � ` \ �' � � , yp ' � \ 1 � 3 � � � .r ��� � \ �. / .. . .. �. .. . � � ; ' � � I .. ;� . \ �. ., � \�. \ ,. � \ � � � � Q 5 � ► \ ' ----------------- g '� \ "- \ /\ �` \\� \ � s _ W .. � � � � � Gero s \�/ � I ' , .� � \ ' � � _ /'� \� � �� � \� �-�° , ; , \ � �I �� �� � �� y \ � p O ° � � ~ � 1 , �� �\ Q `, � T f�, � \ � � � � i Ai � ¢ \/ \ \ \ � a a� r \r r r ,s ,r�' 1 r r. t � \ ���V !�i I ,r r ' r \ r \\ a �,�� r \ � � ` � � � � � � \ � � \`- �`� � � � �� ; , ; , � fizesidenc� � � '� _ _ _ \ � � � ' � °� Q � \/� \ /` \ \� ��r a � r .r �'.f ! i� \ � + \ I � i � � � � � � I � � 1 I � Ch � \ � \ \' �\ \ �\ �� .. .. .. .. ., �� ; .. � ` \ Silt/SadimentatTon � ;' .. \ .. � / .. \ .. � � ' � � �\ � \ �\ � � � \ �� ' � � �ence at parimetar ;� � �/ � \\ I � m /� � � \ �\ � y \ y � � / ; durtng conatr. �1 �1 \ y � � ( I � \, \ � � �y�. � � ; , � I � � \ X � \ \\ � \ '\ \\\~` \ —��i � i I i� f �/ .1 \ 3 � 1 � � , � \ � \ � // \ `/ \ �\ 1 I � � y 6 � �\ � � \ �\ � \ V�\� ���� � , � It �:1 _ /.� �_ .� � \� � > �� � � � � \ \ � ���A�§rr ; ; . � I ;I � \ / � � \� I o � � � �� � � 8$�� � �$ �; � �' ; .� ; ..� _ .. .. � .� .. . .. �. � � � \ �� � �� \-� �����e � �`1; \ ,� ----------------- � � . � / � \ I E � � \ �� �� \ � \ 1sve�een�Tr� \ � ,;������ \ ' � � / i� � � .. � .. ,. .. �\� E m , ` � �+ � / � .. �. 1,. 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S89°53'2�."E ?.mm_m�' .. ` � \ � � \ �\ �\ �� �8$\ � � � � � � \\\ �\ \ \� �,\`��`--= — — — — �xistr UJet�ldnd�_ _ _ _ _ j , � CONSTRUCTION � \�``'`�� \ � � � � ¢ � � \ \ � \� \�`�.,` � \� \� � � � � � � �\ _ . ` � � _ _ � � � � _ � _ _ _ �typ� � _ � _ , MANAGEMENT PLAN W � � � � � �� \ � \ � � � � � � = � � ��`'�.-8s � � �� \ \ � � \ �� � � � _i _ .� _ _ _ _ � _ � _ _ .� _ _ _ _ � $ � � � \ \ � �� \�� � � � �� �� � � � � � . .. . y _ _ � � _ � _ _ North , , ¢ � � � � � ��\� � \ �\ �`� � � � \ \ \ \ \ � \ � a .r ,r r • s r r r r .a r. r m � \ \ \\ � \ \\ m Im 2m 9m � N D a v i d B e a d 1 e sm � � � � � \ �� - - - - - - - � - - Landscape Architect � o \ \ �� ii - � Landscape Arc}utecture - Site Plann.tng i CSCa ��: � �� � 5543 Bitterbush �Pay, Loveland, Colorado 80537 ; i -+� � y � � ; + y Email. aTb aa e���.o /�Fax (970) 663-5229 ? U � B L.1� I � 0 0 _ _ � _ __ � "�-� � ��``` � ` ! 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TOTAL WALL AREA: 2462 sf • � � I \ . �'"'� WALL AREA UNDERGROUND: 458 sf �a ��— � 19/o � �+�- % UNDERGROUND 4�2gZ1 = ° 2� � � GRFA LOWER LEVEL: 1640 sf �i���i���i���i���i���i���i���i���i���i���i���i���i��ii�� ' � * ���������������������������� , o r ii ii �i�ii��i��i�ii�ii�ii��i�ii��i�ii��i� .19 ������������i�������i���i���i� 312 sf i�i�i��i��i��i��i��i��i�i��i��i��i��i�i��i�� � M � � � � � � � � � � � � � � � � �, ��i��i��i��i��i��i��i��i��i��i��i��i��i��i��i��i� � �.� � °` i��i�`i�`i�`i�`i�`i�`i�`i�`i��i�`i��i�`i�`i�`i�` iiiii i� i� iiiiiiiiiiiiii � \��\��\��\��\��\ ����������������������������r������������i���r����� i i i i i �i ii �i �i ii ii ii �i �i �i ii ii �i �i � ��i��i��i��i��i� i��i��i��i��i��i��i��i��i��i��i��i�����i����� \ ' � �ii��i��i�ii�ii ��i��ii��ii�ii�ii�ii�ii�ii��i�ii��i�ii�ii��i��i�%� ' ��i��i��������i� i�i�i��i��i��i��i��i��i��i��i��i��i��i��i��i�� � i i i i i �ii��i��i��i��i��i��i��i�ii�ii��i�ii�ii�ii��i�ii� � �i��i��i��i��i��i��i��i��i��i���i��i��i��i��i��i�� . , \���\��\��\��\���\��\���\��\��\���\��\��\��\���\��\��\ • \ `' cA`S`� _ 14 \��\\��\\��\\�\\��\\�\\��\\�������\\��\\��\\��\\��\\��\\��\\ 1 O •/ a <S` • � ' 15 � �, � • � , \ � �, � � a� � A- I T 16 � � � _ . ._ J � � f • ,• \ �� V � . • / 9 ' � ` � - - - - 17 \ v � � 8 • 3 � " – 18 2 4 • / f �7 — / . 1 _ — ' — — — — — — — - — — — — 5 � , . -� . � � • � 85 - � . . -- • � � � I 1 BASEMENT CALCULATIONS -- A-UNIT , i�s�� = i�-o„ ` ' � ` � - .-_ _.- - � . W . - - - - - 5 \ ' J ' \ o \ '. � c o �0 4 � o 0 � `�� 3 \ 0 � o � � , o 0 � � � �, `� � . Q � � . ' � ° � � � � • B-U N IT: F� � • \ TOTAL WALL AREA; 1309 sf V� � � � 6 � �'� � WALL AREA UNDERGROUND: 1122 sf Q . � Z '. � % UNDERGROUND 11�6/376 = 86% W . ' \ GRFA BASEMENT LEVEL: 929 sf / R ' � ' *.86 • ' V � UNIT 799sf � � PROJECT : � '. DRAWN BY : SG \ � -r o P�Ywo _ _ _ - - - - - - - - - - - - D A T E : I I.I 0.08 \ ' 100'-0"(8564'-0") q 7 � � REVISIONS : 8 � . � - — � 1 \ • � T O SLAB ' � 89'-0"(8553'-0") � O O O O O O O O , GRFA & SITE \ Q � WALL AREA 121 WALL AREA 382 WALL AREA 209 WALL AREA 359 WALL AREA 129 WALL AREA 80 � AREA UGRD 120 AREA UGRD 326 °�°m ,^�a AREA UGRD 146 AREA UGRD 315 AREA UGRD 124 AREA UGRD 77 CAICU LATIONS 2 ` �c�7 z� y a� a� ` . � 3a 3a � � � � 2 BASEMENT CALCULATIONS -- B-UNIT - i�s° = 1�-0° - -- �--- - - - � � - : I � � � � �o �n — �o - o0 0� " O N V ^ � • e!- J O Q ^ ? � �O O � e'�1 a W � H � _ ^ v� �. O . ^ � O` , N W 3 _ � L , a a o ° DECK - � . ' j ^ WINDOW WELL, � W BELOW � � � WDW WELL Q METERLOC '_ �� � � I ` 7 � f� 0 O v1 M � � a 0 0 °x o' . 4 � V Q 4 � • 0 ❑ .}� �� � V � 0 '�. � •�„� � � � V I � � � � I STOR<5�-0• v D02 L � � 2 1 GRFA CALCULATION - BASEMENT LEVEL � i�a�� = i�-o,. I I I I I I I o ; I I I �" � HOTTUB �� D METER ENCL W/ VENTIL DOORS� GRFA CALCULATION: LOT SIZE: .843 AC. / 36,720 SQ. FT. RNSEDTERRACE BASED ON I.L.C.'S BY GORE RANGE SURVEYING, 07.15.2005 � .x _ g� � WIN<ST�ORAGE ZONING: TWO-FAMILY RESIDENTIAL W ' - TOTAL ALLOWABLE GRFA: 8,853 SQ FT (DIVIDED EQUALLY BETWEEN TWO UNITS) a y � 2 PROPOSED SQ. 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S�0 —I I I I ' I I I I DRAWN BY : SG _ _ �_ _ _ _ _ � � �f—l� � \ D A T E : 04.24.09 - - - - - - - - - - - -� � - - - - - - - - - � � BS�s II � REVISIONS : � 3 �� REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 8s8� gs69 BUILDING HEIGHT CALCULATIONS S89°53'24"E - 200. 00' J �SSS � - =OUND PIN AND C,� �I FVATI(1N — R��� (�' � 1 BUILDING HEIGHT CALCULATIONS i�8�� = 1�-0�� � �/ � � �n � �o v'+ . — �o . � � N � � 1 A303 ", � A303 � o � °� Q � � o� z ^! _ � � . � W Q J � V p� oC 6 7 8 9 10 6 7 8 9 10 v 0 Q W _ V) - - - - - Z � � � J INDOW LL, I �% BELOW A - �1 A �1 0 ATH � I CLOSET I I I I 8 lo s Z I ( I I � � oo� �1 B - - o B RM 1- - ° ioe 15 6 x 11 I � LINEN � JR MASfER - I BATH oos c�oser 008 12 7 x 16 30 � 0 3 x 10 0 � 3 3 � 3 A302 A302 A302 LAUNDRY I A302 �' 00o BDRM 2 8 1 x 8 9' 106 Q I I I I I 11 6 x 11 0 I I I • • %BAT oos � � I 6 2 x 5 6 � PWDR I -� ios V � a xs o CLOS OFFIC s i xa e ( � FAMILY ROOM ioa -1� MECH o03 ° BATH � 004 16 9"x 16 10 103 I �_ 6 0 x 10 10 ' 11 6 x5 � ` I_ STAIR � conTS � �1 � V C o C C - �- � 2 2 2 � 2 � ENTRY 1 A302 sroR<s�-o�� A302 A302 ,� '°° A302 ooz D - - D D - �1 I I I �,�'°+„n,.� , _ .-t - �F COL~�� _ � 2 3 GARAGE t��� � ioz ^ ��o 1 x 22 - 1 1 l{YLE H. � 1 302 A302 "� �E � A300 �� ? 1 BASEMENT LEVEL DIMENSIONED FLOOR PLAN �F 1/s�� = i�-o° D ARG PAHTY WALL E E -I - - SEPARATIO � BDRM 2 2 ��\/\�\�j/\�j/\ � 9 8 lx 9 10" T A300 ��\�����\���\�� FI L � \/\ \/\/\ — - - - - - - - - ��%/����%/��%/� �� CLO � " W4 3 x 5 F - - - - - <5�o" �1 � W I � — — '° � � = o 0 FAMILY ROOM � I io� � � 20 8 x160 GA A E J MASTER � O � 113 Q 2 zz e�z z o STAIR i z�x ii a � � � � �o� � . � A301 A301 � � ��� °O � � � � ' � I I ( I I ATH � iii �109 %52 O G - - - - Q G � MUD RM B H OO W ioa 9 0 x 8 10 1�9 � 1 94 x52•' A301 A301 H - - - - - I- �1 MECH I BDRM 1 B� M z P R 0 J E C T . ioz NDRY iio 16 � x lz�� 105 108 1� 1� x 13 8 D R A W N B Y : SG I 2 xll'8 14 0 xll 9 I I I I I D A T E : 04.24.09 J - - � , K I ( " REVISIONS : L� - - - � - - � — — — — — — — — — � REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 1 2 3 , 6 7 8 9 10 DIMENSIONED FLOOR PLANS 2 ENTRY LEVEL DI ENSIONED FL00 PLAN iis�� = i�-o�� � - 2 1 1 A300 A300 A303 _ \ � .�^� 1 ,_ � - A303 � � _ �O o 0o a � O � � . � J 0 � � Q � 1— O� Z � _ � � 6 7 8 9 10 • � J � V ^ � � V � -- — -- --- Q ❑ ❑ �_ z O P' - - -- - -- - - - — - -- - - -1� A � � � I ; I OI I I I I ( � B � — B � O � I � I � IT TO 3 II� GR AT ROOM I� � A302 II 2 ° "1'6 O A302 � � � � � � � � Q — . . ❑ o o _ �� ❑ � � HEARTH ROOM � � 203 � 9 x9 11 KITCHEN � zo2 II I 13'6"x SO'S" �`_ I�� J I • O I •— c _ —J � _ �� ��(��'� � � � w � t7 ,� IR � � 2 �� 2 �,`�'�i��� `� �� � i � � � A302 .�";���-��^ I �� A302 � ���� � a p �� ��,_-� I �1 M CLOSEf zo� io o x� io I � PWD I III zos I _._.� � � �'�"""°.�',¢,-� 1 2 3 I z eTH .�rk��� p,���� ` I O 30 15 0 O �, _ 1 1 ' �� �� O 3�2 I ASTER �i O /43�2 � KYLE H• a I \�\ , � 1 6Zx14 6 � �f� � � I �� /� I / \\ . ��rj` �V I `\ � vaaTr wau a E SEPARATION E L�� � \ I I __ __ __ _ — __ — — _ �, o� — — � (� \\ aeFr-�-- ����--��� � oaurv ��� �I I�� FUTUFE � I � � HOT TU6 ir— - --_ _ / / � slde. I Ili 2 �� ,� , . o��� � � � A300 � � °9��0 , � � � J � PEA� � , a�� �, % �� � / �\ j RAISED TERR CE j �� ❑ i� � �1W o�a BATH O O � II ��o—� � . zia F — 9'll x7 6 ^ � � � I — N RY �� z o W REF _ _ _ DRWS WIC OFFICE oe I � i,�� �m a x s ii W ,�i I 15 6 x 11 3' � - STAIR � � Q Q zai ' 2 �o � KITCHEN � � � � BDRM O A301 1'6 Xi'6 zlZ A301 � � 14�8 K 1�Z � Q O � W GREAT ROOM � � �� � I I I I I � °° � 19 6 x 34 0 I � � O\ G HEARTH ROOM MA CLOSEf G d- zoa ❑ iiozeo � 1 � � A 1 � P�� � �� A301 �� 30 � e o�<�o� � H — — ---__= MASTER _ I � \ 209 14 6 x 14 6 0 MA BAT � io zx is � � I T _ I y � � � I PROJECT : T � — �-- ��— ' _—� � — � DRAWN BY : SG K — — T — — — K D A T E : 04.24.09 0 DECK �-- _ __ � � � __ _______ ____ _ _ � R E V I S I 0 N S : , 2 3 6 � 8 9 ,o REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 DIMENSIONED FLOOR PLANS � MAIN LEVEL DIMENSIONED FLOOR PLAN 2 1 1 6 1 1/8" = 1'-0" A300 A300 A303 � = "� � .� �� . 6 1 7 8 9 10 A303 � � 1 �o �+ ; � — `° 00 � O � 2 J O I I I A303 I I I � °` � WDW WELL, � � F-- a MIN 36"X36" LEAR, z �! / & D I B = � � T O SLAB � � � i � 91'-10" (855 '-10") � � A _ - � Es �� _ 1 — — � - = o � Q FIXED DW SEA oo = ( � DRESSER (18' AFF) r+ `" z O 1„ CLOSET _ lo„ I I �� � lz � ,� 007 CA _ ln lu i lu lu m n ,• ' B _ �� � � _1�_ �� �_6�� - - - —g�_7�� — — ?� 0 LI EN ao � � TI ;.� � �° '� , � �1 , JR. MASTER IBATH ��B I SMOKE 00 I 006 I 008 ALARMS, TYP , �O 12'-7" x 16'-10" � o� 10'3" x 10'-0" � �/ INST PER IRC U � � SECT R313 � 3 :. 3 Q A302 A302 � ' I S H 1�VF� ^' � � CA rn .� , � ,; V I \ ( I W° I I � m � 3i�� 1��� 2 z � � ��� 4� 3�� 2 7.'-4z�� 16'-8z�� � ���� �+— v � �� •� 3/4 BAT o -c 005 � � 6'-2" x 5'-6 - ° � � AMILY ROOM i 0 0 , PROVIDE O o MECHANICAL � r•, VENTILATION SYSTEM �W CAPABLE OF 35 AIR I3z�� EXCHANGES PER I I �„ 2�_3z�� �� 3, �„ z 11'-8z�� HOUR FAMILY ROOM = 1 MECH. 003 ° , 004 16'-9" x 16'-10" 1° t""� � -�»1y � 6�-0�� X io�-io�� F C�L = 5/8" TYPE 'X' GWB ON �,�'� ��g ALL WALLS & CLNG'S � �Q" �O o - � {�CYLE H. . U = m � �'"� N = I STAI R I � W I u; _ <i V C — — � 001 �� \ SELF CLOSING ��N T O SLAB P R� m RATED DOOR N $9�-0" (8553'-0'�) TR 11 2 r.,, T O FINISH 2 89'-1" 8553'-1" s/" TYP 'X' GWB ON A302 - -- ALL WA LS & CWG'S A302 STOR.<5'-0" 1�2�� � ANDRAIL N 002 @ 36" ABOVE — I = OSING TYP � — — � — — — � W � W � � � � 0 � � 0 � J � Q � � W Q � �! � OO ! � � � � � � W PROJECT : DRAWN BY : SG DATE : 04.24.09 REVISIONS : REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 FLOOR PLANS BASEMENT LEVEL- UNIT B - _ BA EMENT LEVEL FL R P AN - - ]' 1/4" = 1'-0" z / /� � � f � � �.r, ...� : � � � a I I I KW I tU UUUK f \\ I ; I V � � � n � �� / J o �, Q � .\ ; � .\ �� . 1 2 3 � _ T O SLAB (FINISH) � � GAR�AGE a � 100'-0" (8564'-0") ,�, ioz Z °� � � 5'-1" x 22'_ " , , � � / � ' � 1 ; � �, 1 � a GENERAL NOTES, UNIT A: A302 I �t / I \\�I W6 A302 � I1 PROVIDE WIRELESS INTERNET ACCESS ( 1 �� I = FOR ENTIRE HOUSE �� v� 2 ALL PLUMBING PIPES/DRAINS TO BE A300 '� ` � INSULATED CAST IRON FOR NOISE REDUCTION j� � � J 3 EPDXY COATING ON GARAGE FLOOR, '\ �— COLOR TBD /� '" 4 PROVIDE SAND TRAP/FILTER @ ALL GARAGE � �� ?� DRAINS � — — — � �' ��— o ;'�N � � , � ^ PARN WALL E SEPARATION E I ( TO REPRESENTS TEMPERED I � � = e ��, ;' / � GLASS LOCATIONS �° — ��\ — 10" SOLID C NC ' �� 2 PARTY WALL - ' A500 � � o � M ELEC METER ENCL W/ VENTIL DOORS j � � ,, ; �;�� �W � BDRM 2 m . Q 2 i\�� , ' ` ', `: ' � ° 115 CL wai • \ � ` � x�a �� �� /,\.% ;�,\ . � I I I � ( I9'-8" x 9'-10" M O � a3oo �\�j� .� ( � � � F I LL � - � 0 � , , ,,� � ,, , , , � m �`�,��,,' %%"� � ' �:� _ ° � � v \ � . , � i. '., — — — — — — — — — — — — — — — — — — — j�/�\�� , _ � � , \ /, � ', � .+w z G� �\/�� � n' z TI .� M 00 N J � � � CLO�S ET •— 5/a" TYPE 'X' WB ON ALL CA 11 = x�5 � XD4 WALLS & CLNG'S � w 4'-3" x '-5" V F — — — — — — —��� — — — W I Al-�S — — — �� "^ � — F � � �5� ��� M o � T O SLAB (FINISH) 10 I � � I I p I 100 -6 (8564 -6 ) � 2 � 4„ _ N/ MEDIA iz�� ""' I - - - z 22"-6 ' z 2'-6" � 6'-0" z m 2 �_8��� �� 6�_3z�� 1, 0„ 1, 6„ �� 4�_3z�� w9 �� � Xo� HB FAMILY ROOM � oi io� W � � m zo�-s�� x i6�-o�� GA AGE � � READ W , � J . MASTER � �I I *����� �, \ � � AUTO D G DOOR � 00 � STAIRS � FAMILY ROOM PROVIDE �-+ �7 o W9 �„''� '�� C�'�� ' / _ \\ %/ R14E�P ENIN MECHANICAL VENTILATION r' 113 ,,� � ^ �t�p'j �Q z2� s� x 22�-0�� m " STAIR I I I i¢�-2�� x il�-o�� � '� I � \ / 1 1/2" 101 EXCHANGES PER OUR5 AIR 2 I � ��� u. � _ 2 f-1 - A301 � HANDRAIL J c FD � FD @ 36" ABOVE Q Q 1 A301 I � C� N O S I N G T Y P F- v S M O K E A L A R M , T Y P , � �,� Owe � - - INST PER IRC S CT � � R313 ��, ��i' \ EPDXY/COATING 0 \ T O SLAB T O SLAB _ o o ARC'� GAR GE SLAB 100'-6" (8564 6") � 99'-6" (8562'-0") � O ' ~ T O FINISH v � T O FINISH � � � 100'-7" (8564'-7") 99'-7" (8562'-1") , 5/ TYPE 'X' GWB ON AL \ P 2R 6" I O I - I ATH �,' I I wa i� ARAGE WALLS & CLNG' _ 1TR 11" r 111 ,' � I - SELF CLOSING '"o , - 10'- " x 5'-2" � � O ,� 2 0 M I N ��� r RATED DOOR � � G — — — W6 — — - -_ _ — — — — N = -- — G Z . °° % - UTIL � Ws � O � � � SINK I, m MUD RM. w '', �a � � B H T� LL� l04 m a FP HBo � �i o ��� 9'-0" x 8'-10" 00 , 4 v 1 HB i J z � ,4�� `Q 9'-4" x 5'-2" f- 3Z�� lz" ws i � 1 �J � � i � o _ °� A301 - z 13'-10" z � cn '-6" z� 9'-0" z' ~N 9'-0" ' 3'-lZ�� 1, �„ 3, 2„ i�� 6�_1�� 3�_��� �� A301 � � �� - � � O H — — — — _ — — ' � _--- _ 6 1 7 8 9 10 � A303 � � �n `- �o �'+ _ _ .o � a � ' O ^ . d- — — — — — — — — — — — � . I I I JO � � ❑ - ❑ Qo �. INDOW ELL, I z � BELOW = � � W2 W3 W3 W3 J � W Q V � A — ��� - = — — — — q ac °� _ V �, i GAS METE LOC , SIN LE p �'�� ��� 109H LINE W/ 2-METER HEADER = TO REPRESENTS TEMPERED �� $ � Z �� Z GLASS LOCATIONS I �. I° I I I I ; �`\ o `� Wz � O B _ Ti o �D — — B ..��. � ios � CA �� 15'-6" x 11'- " � ° LINEN "� � z '-8" 5z�� 1� "� 15'-4" � w � wa � SMOKE A RMS, TYP , w � � INST PER IRC SECT ICLOSET N R313 I I I �� S H B — — � N � 3 _ 3 Q � ,4302 LAUNDRY � o W4 A302 � , 00o sT BDRM 2 W � 8'-1" x 8'-9" n, 106 � W7 m 4'-3z" 11'-6" x 11'-0" � � � I v � 1 �, 4„ ��� _ � 4'-8" ( 1'-6�� ��� 4'-11" � � � wa I I � � � w � �- � O • .� 0 0 _ � 0 � V � PW�DR `" Q � � 7'-6" x 5'-0" v O CLOSET ° � CA �-I I OFFIC I-� I 5'-1" x 4'-6" I I � 104 � I o TI w� � I _ BATH __, IIi � 103 „� �.�� ..M � 'r I � 11'-6" x 5'-6" w5 HANDRAILS � �(� t , @ 36", TYP ���� �� _ + ,,��' � - B ;� o 0 0 0 �' �YLE H. a _ _ - � w �. _ I COATS I�N IBENCH � C _, — OPEN-STREAD C r' rL� `--'I � - �7 FLAGSTONE � � 1 ' `,,\ I FLAGSTONE FLOO ING UP S I o p LANDING � AR�� z z .. 2 ,%'-���� -- -�-[�— gR@�li�� 1 g ;� g ;� --,:_J,� ; � `� ENTRY 8TR@11° v� �� 2 A302 �� ��' �--�� �; x�� _ 100 - � � �n �n A302 lL � T 0 PLYWD /ENTRY SLAB � 0° z � "��L�I �-\� 99'-10" (8563'-10") DN °" � `� � � � � , �l � T O FINISH gR@7 4�� O -' O - D � —}- 100'-1" (8564'-1") 8TR@11" ~ °1 ~ � ��;I — - — D ..�� , � � � ' S/" TYPE 'X' GWB O ALL �� W �' GARAGE WALLS & LNG'S � � � . � . � � � SELF CLOSING ` � � � � 20 MIN . Wb � � O �" � J I I RATED DOOR I � I , � I �� Q O �, , � � . � Q !� w � i � � � 1 2 3 � T 0 SLAB (FINISH) � � GARAGE � a 100'-0° (8564'-0") j�/ 102 d' 5'-1" x 22'- " � � " \� �1 / Q 1 � � 1 W � I A302 I I I A302 W6 I I � , . A300 � � ` `� PROJECT : � . DRAWN BY : SG � ' _ _ _ � _ � D A T E : 04.24.09 o � 1 / N �„i � • E _ _ _ _ _ _ _ _ PARTYWALL E REVISIONS : . . SEPARATION 0 � � � _ � __ � .� ��,, . � � REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 FLOOR PLANS ENTRY LEVEL- UNIT B ENTRY LEVEL FLOOR PLAN - UNIT B - 1 li4° = i�-o„ . ; �` � -�� I U ' �� VENT OU ADJ EXT WALL I U � � _ I �° - w3o � TU 6' " '-0' - o z 1'-7" 10'-3" L' °O r 1 � i�� � 1 O ^ I � wzo 3 • � I A302 II N I I MASTER W T � � II 1 � \ ,� 0 206 1 HR RATED PARTY WALLS . A300 I S WE,R � 1 '-6" x 14'- " (GYPSUM ASSOC WP-8105) � � � ° (1 LAYER 5/8" TYPE "X" GYP Q o°. �� 1" MIN CL AIR SPACE EACH SIDE OF EACH WALL F= °� N 1 HOUR RATED i � \�� BETWEEN ARTY WALLS 2 � � PARTIAL HT ' A500 � � MASONRY WALL TYP i �c� _ _ _ _ V o � BENCH 8 � � PARTY WALL o E — — — — — — SEPARATION E •.Q• II HANDRAIL T O FINIS T ' N' H (�I�I 11 °� j� � ' o @ 36" ABOVE 100'-2" (8564'-2") 1 5 - 4�z (8569 4,z ) \ �o � — � - - DECORATNE WOOD TRIM � T REPRESENTS TEMPERED O FINISH (LA �i � SLOPE1�4" ��' S ET � NOSING TYP PER Ff T U DRAIN GLASS LOCATIONS �P 05 31�4" (8 69-31i�"� DRAIN TO � - TO ALIGN WITH BEAM � 3 � � �P 111 3 (8575 3 ) i ABOVE •. • �' �, � FUTURE � � A501 � � GUARDRAILS @ 36", NO gR@711/e' X ne lOR@71/" T O FINISI-t � ( � TYP OPENING GREATER THAN 7TR@11" -- w 9TR@12" I HOT TUB � i o 1 � 111'- 'i�85 5' 5") � I' OVERFLOW ^ 4 �P T FINISH /� �\� S� I�ET� I I SCUPPER 1 5'-11° (856 �_ I��� -- - I - - - � �\\ p� i� i I OVERFLOW o 2 SCUPPER T F�I1VISH ( ERIMETER)a z ; � I I I � - 105'-11" '-11"` °a I I// ( ' � A3OO / v'Ji� I_ �" SLOPE�ib" , �9,9�A�, I �i / I WS —� S I1 I SLOPE 14" �r�KAIN PER� '2��'o ^ _= A501 A501 PER� �'-10" (8569'-10") �� ���,' OVERFLOW � � nP nP W z ' , SCUPPER � � \i'f', a– i� i � � CO x�2 �° �� i� RAISED TER CE �`' XD12 %� � 5 GUARDRAILS @ 36", NO ,�� '� \�� T OPENING GREATER THAN �'' � � '"' _-__ - - _ -__- -_ -�� ,' = GUARDRAILS @ 3 ", NO O 4" TYP ------- --------- °m Q � � EXTER RAILINGS @ ST / � a� OPENING GREAT RTHAN w� BATH 1 ' SLOPE TO �w� �a ^ 214 36" AF , MIN , TYP � W24 6 UNITS ABOVE OORS O I 5 O PL WD W5 oaaiN - � °°` 4" TYP o� � • � z x�ia 05'-9" (85 '-9') /� � 9'-11" x 7'-6" — F — — — _ Fi / � � � _~�' — - - - 06'- " 8570'-0') j 111�N(�85 5' 5Fj IMFTFR� W5 0 o F TI � N RY ' � �' I — — — _ _ -_- _ �yW —___ NW W29 ABOVE UC � - - Z � - x�ii WOO BEAM ABO E CA � � `°N O - EAD a N � �1� w2s DRWS �� STAIRS �� �C — — — — �n • — � � � RISER o � � OFFICE 20$ = � ° � a '— TY �-+ 207 4'- ' x 5'-11�� w � _ � � 15'-6" x 11'-3" 32" IZ�� �� � �� 2�� � v � ' 34'-2z�� � �TAI R " z 8'-10" i�� 6�_4�� 1� 2�_ �� 1�_��� 14�_ �� �^ � D W � 2 O 1 I � owc p $ � �- = � I I LI N N N I I W � � 1 1/2" i� ' 2 W18 � �O � KITCHEN I � HANDRAIL � BOOK SHELVES CLO E N BDRM 3 2 @ 36" ABOVE ', A301 i8 i o 14'-6" x 14'-6" NOSING TYP � ELOW WERS U 212 g A301 AB� GUARDRAILS @ 36", NO � ! Q 14'-8" x 17'-2" � D�1N OPENING GREATER THAN � � � O 4�� �,P 5 �,,,,,� _, ,� rt�, ` GREAT ROOM T O PLYWD o SMOKE ALARMS, TYP , � ��o� ��c� 4 � o Z�Z 111'-3" (8575'-3") _ INST PER IRC SECT i ;, �� � _ HB 19'-6"�4'-0" l101'-6'N(8575'-6") N ~ R313 O I � 8 � f�1 �� t-1. � wo � _ � � I I I I � WE � . BBQ � m ---- o � t''� , _� � � --- G �� a� HEARTH ROOM � � MA. CLOSET _ N �04 Q � �W -, i q G � � _ � � ii�-o�� X s�-o° _ � � o � � GAS w � m 3 1 STUB-OUT w27 ' 11'-42�� 3�_0�� � 19'-10" z� 4�_$z�� �� � �� � ,_Z„ Z�� 9, 6„ 4'-4z� ' 2 - � � _ �� _ �� 3�_4z�� b � W5 1 A301 205 � WD � z HEIGHT W L A301 � � 8'-0" x 7'-0" � � N MASTER � � � H H TYPE-A VENT W13 � 209 ° _ p — XD15 APPLIANCE 14'-6" x 14'-6" ° z m � FIREPLACE W/ > aO= GAS LOG SET o MA� A-T �^ ~ 1 W DECK � Q Q o 2 1 � w2i J � . � ABOVE ABOVE � � � 10'�0" 15'- " � O � W26 W25 � li W 5 W26 m � r _ ' T pp i O � ___,�- _ _ I � 0 0 O I Q � � I � I = \\� � I WZI W22 I � I u- v _/ � SHO Ef�, VE � J � z m � F� M ` \''�. �O .� Q � � — — —� /-- _ — --� W O � � � — � — — — - — — _ �� - --- — — � Q � � j � XDI4 EGRESS WDW O 22 HB� w2i T pp Q o � — � K — — — — ITS�B�OVE T — — XD13 w22 ov — — K 1 � 1 �-- W23 2 UNITS ABO E DOORS O � �,/1 DECK Q � � I- -1 � l EXT R RAILING @ �� L J � _� � J ( I I 36"�FF, MIN , T�P I II -- — -----___----� — ---- ----- ----- -- — -� 1 PROJECT : A501 � DRAWN BY : SG NP 1 2 2 3 1 6 1 7 8 9 10 D A T E : 04.24.09 A300 A300 A303 REVISIONS : REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 FLOOR PLANS MAIN LEVEL- UNIT A MAIN LEVEL FLOOR PLAN - UNIT A 'a � � 1 1�4„ = i�-o�, C _ 6 1 7 8 9 10 A303 � � �n � _ �O � 1 � N A501 � � nr . � J 0 I �--- -—� I ? O\ � � � � Q O L J EXTER RAILINGS @ � � �-- a 36" AFF, MIN , lYP Z ~ DECK = � TO REPRESENTS TEMPERED GLASS LOCATIONS � a q — - — — — A � - - - - - - - - - - - - - - - - - - - � I I W I � S tn I I I I I Z I � W 5 6 UNITS ABO E DOORS T I I � J XD9 XD8 � I � � B 8 � � O � I WI7 W7 WIb W17 � ABOVE ABOVE I I I I I o TO � wi� w� wie wn v 3 ABOVE GREAT ROOM � ! ABOV � I 3 Q A302 2 '-0" x 17'-6" A302 � • T � W1e W� 2� PRE-FAB MODULAR x�io wi O � MASONRY DOUBLE ABOV � � ABOVE �� 1�_9z�� 4�_0�� �_4�� I � I I ISIDED FIREPLACE / � GAS LOGSET, PROV DE GLASS DOORS, FRE H .� AIR INTAKE & • � ELECTRONIC FLUE �–' TONE HEARTH ;�, SENTINALVFY � — — H g � t� � O � � N I� �1 L � � J a STONEHEARTH � I I1 -11 0 r, I I I � GUARDRAILS @ 36", NO � H EARTH ROOM Wia 0 �P G GREATER THAN I 203 � w3 �'-9" x 9'-��" ' KITCHEN 1 /2" _....-r � ° Z�Z H NDRAIL � 'll� WOOD FLOORING 13'-6" x 10'-8" N SING TYPE ��� ��t� , � , i �� � � � � � H, o - �, J T � �CYL ' � -- I � WE � C w5 � i� F G-STONE LANDING C `� i � /� , � t}PEN,� IR z � o � � p ARG�� �,f � , � p To�. m z - io 2 �, � BELOW��� oi g� g � O 2 _ � --� A302 I ws wib � � oo cn � wi6 5 A302 BOVE � � � °' z = E OW BOVE � TO LYWD am � � � 110 P � T O FINISH74'_911) RC�° S�e' � � � � OPEN-TREAD 111'- " (8575'-0") TR 11' STAIRS ' R OPENING D — — ,� �ry � 4„ .�,P D �< � IW5 � � ABOVE (N T O /� i M SHOWN I PLAN) M . CLOSET W5 W ( 0 207 �� � . � '� � 10-0" x 7'-10" Q� � I' ws i ' ~ PWD � 0 C I , I � 2�5 S HEARTH � � O I I II � �_ �� � �� I 0 O � Q V � Wp SMOKE ALARMS, TYP , � � . � � o o INST PER IRC SECT � � J � � R313 � � Q i - ATH T� DIRECT ENT/B-VENT w O ' � ' 1 2 3 I � ^ �I N 2 g APPLIAN E FIREPLACE � WZ� � � I O _ 10'- " 15'-0° (SEALED COMBUST) u, O �� I � VENT OU ADJ EXT WALL w3o , TUB 1i Q I 6' " '-0' o z 1'-7" 10'-3" 1 I 1„ � 1 �1.1 I A302 I I I I w wzo 3 � N MASTER w T I I 1 � ��, 0 206 1 HR RATED PARTY WALLS A300 I � � '_ " ' " (GYPSUM ASSOC WP-8105) SF� WE,R 1 6 x 14- i , � ° (1 LAYER 5/8" TYPE "X" GYP P R 0 J E C T : - � 1" MIN CL AIR SPACE EACH SIDE OF EACH WALL 1 HOUR RATED i �,� �' BETWEEN ARTY WALLS 2 D R A W N B Y : SG PARTIAL HT �� MASONRY WALLTYP � ,'�, �, A500 D A T E : 04.24.09 � M — — — — BENCH E _ _ _ _ _ _ REVISIONS : PARTY WALL E SEPARATION I I 11�Z T O FINIS - - NI H �arv�irv�– —` - - - ° � �' REVISIONS TO PERMIT (I) 06.04.09 HANDRAIL @ 36" ABOVE l0U'-2" (8564'-2") 1 5'_ liz" (8569'-41z") I � DECORATIVE WOOD T IM NOSING TYP 0 FINISH (LAI DI 1G) T O DRAIN � TO ALIGN WITH BEAM PERMIT ISSUE 04.�4.09 05 314" (8 69-31'4") ' - UP � c UP 111'-3" (8575'-3") � � '� ABOVE GUARDRAILS @ 36", NO 8R@71%6' X� � 10R@71/" T 0 FINISH I I FUTURE ( �i A501 TYP FLOOR PLANS (1PFNINr rRFATFR THAN� ,,,� ��� ,,,� �� ���� � i HOTTUB i�; MAIN LEVEL- UNIT B 7TR@ll" -- � 9TR@12" � I , 1 MAIN LEVEL FLOOR PLAN - UNIT B - 1/4" = 1'-0" � / " � � �r, `- �o � — �O _ � o� e'�I O � � . d- J � 7 � Q O O� � O� Z � _ � � . � W Q J � V p� cC V G Q W S � Z O � J O �~if 6" HALF-ROUND COPPER � � GUTfER W/ HEATTRACE, o TYP — D� — - - - - - - - - - - - - - — � � � I I SQUARE TIMBER SNOW GUARD, TYP I I � � COMPOSITE "CEDAR" I � � I SHAKE CLASS A ROOF, I SLOPE 4 12 SLOPE 4 12 I TYP T 0 DECKING � 5'-0" � 127'-11" (8592'-5" 5�-p�� v LINE OF WALL BELOW ROOF Q CRICKET � • . — — — — — — — — — I � ADJUST FRAMING AS � � GENERAL ROOF NOTES NECESSARY TO MAINTAIN � ' ''— � M � � 1 ALL GUTTERS, DOWNSPOUTS & SCUPPERS TO 2" MIN CLEARANCE DS HAVE HEAT TAPE AND DRAIN TO SUB-GRADE BETWEEN EXHAUST PIPE � � DRAINAGE SYSTEM AND FRAMING I � � I � � 3'-6" SLOPE 4 12 SLOPE 4 2 � -� 2 ALL ROOF PENETRATIONS TO HAVE UP HILL - � BOOTS � � /�DS � 3 SNOWGUARDS ARE REPRESENTATIONAL, ROOF � m � � '-6" � INSTALLER TO VERIFY PROPER PLACEMENT AND '� 4'-O" V QUANTITY OF RETENTION CLIPS AND/OR TIMBER S�LOPE 4 12 T O DECKING � i TYPE SNOW GUARDS SLOPE 4 12 127 -103$" (8592'-43$") a � COMPOSITE "CEDAR" � SLOPE _ _ — — SHAKE CLASS A ROOF, 4 12 � - DS nP � `° T � � � m � � � � i � � 4'-0" � __--•:r I I Q� C��O tG �Q�, � SQUARE TIMBER SNOW � �� -'O GUARD, TYP � � I SLOPE SLOPE I � `� �L� N• O '-6" � 4 12 4 12 �3'-6" � 1NEB �r ` i I I �-�� os — � � - - � �� nan wnu Q - - _ __ - __ - - - __ __ - -__ - _- EPARATION � D ►`� I � I I SLOPE I � � � I � � LOPE SLOP -� 4 12 - - - n � 4 12 4 12 3'-6" 3'-6" o � � - - - i � I ' D � - �/ - - � - - - - - - - \ ( � � �/ 5 m \DSI � I /\ � I � � � � SLOPE I W m - - � LASS A STANDING SEA � 4 12 � J � . � 3'-6" I MEATL ROOF,SOLDERED � � � � 6" HALF-ROUND COPPER � I @ FLAT ROOF LOCATION SLOPE 1 " I � � � � TYP E R W/ H E A T T R A C E, � I � PER FT/4 � S Q U A R E T I M B E R S N O W Q ?� � I I � � I GUARD, TYP p 0 � � SLOPE 4 12 SLOPE 4 12 � ' 1 � Q O SQUARE TIMBER SNOW � 5'-O" � � I COMPOSITE CEDAR � J GUARD, TYP �' � — —I — —I— — — _ — — — — f— — SHAKE CLASS A ROOF, Q — ' TYP � � COMPOSITE "CEDAR" I 4LOPE I T,O. DECKING �0° I � SHAKE CLASS A ROOF, ROOF 128'-113�8" (8592' 13/$") � I I DS �� �� � 6 HALF-ROUND COPPER Typ Q r�� CRICKET z � � — — — GUTTER W/ HEAT TRACE, `�' � � I TYP II II � � ,� �- W � UJ i ° ' ' p ao SLOPE 3�_6�� DS — - - � - - � - - � �— � 412 � � � I � ROOF LINE OF WALL BELOW LINE OF WALL BELOW I I �LOPE� CRICKET � P R 0 J E C T : I i � i fn� ��.- � DRAWN BY : SG os = - - - - - - - - - — J � U �� —� o I — � ��ps D A T E : 04.24.09 � � Il�s `Y' REVISIONS : REVISIONS TO PERMIT (I) 06.04.09 t PERMIT ISSUE 04.24.09 ROOF PLAN 1 ROOF PLAN iis�� = i�-o„ �� /-� �. �� �-� �^� ��• - � ) � 6j 1 ` � 7 � ( 8 � 9 � 10� �r"� A303 / `� ,s � � �o �, _ � � a N � ^� 2 J O a � A303 1 � � � . Q o o� � v� z ^! � � ti . � W Q �I �� /—� cC O� V � _ A � � W S H Z ---�-- — O CLOS T � � oo� ,� .,�. � � B ��- — B ) GENERAL ELECTICAL NOTES '-63/" _ � � ° 1 TYPICAL COLOR OF DECORA WHITE - DRYWALL LOCATIONS \ � BLACK- STONE LOCATIONS, VFY 2 POWER AND LIGHTING DISTRIBUTION (�°-� GWB CWG @ ,�� �� � TO FOLLOW REQUIREMENTS PER 2003 `'� 9�-63�" �� JR. MASTER GWB CLNG � IRC Bo 8H � 9 63� 12'-7��0066'-10" 3 ELECTRICAL WALK-THRU IS REQUIRED a, '��\1 0'-3" x 10'-0" ' / WITH ARCHITECT AT ROUGH-IN (� J' ' ��, � �., �� •, � , 4 VERIFY ALL FLOOR OUTLET LOCATIONS 3 � �/3 \ �- WITH FINAL FURNITURE LAYOUTS _ 1 � , A302 �� -' A302 5 VERIFY HEIGHTS OF RECEPTACLES FOR ��„' ' ���\ � TVs WITH INTERIOR ELEVATIONS ,i � ��� �� � ,,,� ELECTRICAL PLAN NOTES I � � � \\ � i G� PROVIDE GFCI PROTECTED UNDER � \� � , CABINET PLUG MOLDS AS NECESSARY ��9 ���� • = � s �� ��, �/4 BAT -� 005 �6'-2" x 5'-6 � V � i ��. (�� )� GWB CLN @ � \\�- ' , 9�_63/�� e � j I � 0 FAMILY ROOM i MECH. 003 , 004 16'-9" x 16'-10" I -_ 6'-0" x 10'-10" � `��''' ��� � � �, • GWB CWG @ `.� � �ki�� ���0 9'-63/s° I ` � � ��Y` � , \ � ; �' �CYL� H. . � STAI R '� � �� � C — ooi - - — � C 1 r',.� i` � F � � D ARG� 2 i 2 A302 --- � � ,"'PE ,X, -- -- , A302 , G B CLNG �---� STOR.<5'-0" rV � 002 @ 5'-0" MAX �� p - - -- — - -- —�. � ) � � W � W � � � 0 0 � � � J � Q � � W Q � J � � � � � � � � Q W PROJECT : DRAWN BY : SG D A T E : 04.�4.09 REVISIONS : REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 REFLECTED CEILING PLANS BASEMENT LEVEL- UNIT B - BA EMENT LEVEL REFLECTED CEILING PLAN - UNIT B - 1 ii4�� = i�-o„ � � �n � _ � � � a N � � � GENERAL ELECTICAL NOTES . � J O 1 IYPICAL COLOR OF DECORA Q � WHITE-DRYWALL LOCATIONS � BLACK-STONE LOCATIONS,VFY . 2 POWER AND LIGHTING DISTRIBUTION Q � TO FOLLOW REQUIREMENTS PER 2003 � � IRC Z ~ � � 3 ELECTRICAL WALK-THRU IS REQUIRED � . � WITH ARCHITECT AT ROUGH-IN ,. . O J ^ 4 VERIFY ALL FLOOR OUTLET LOCATIONS v �` � WITH FINAL FURNITURE LAYOUTS V 5 VERIFY HEIGHTS OF RECEPTACLES FOR � Ns WITH INTERIOR ELEVATIONS Q W S ELECTRICAL PLAN NOTES '�'� Z PROVIDE GFCI PROTECTED UNDER � CABINET PLUG MOLDS AS NECESSARY � J H H W � i��/, i � j � � '� 'o;icy.'-i.,'-�--�.,..,-� �---� , � � j . �"�;ci�;;'� i,s';;,�''c�;is°sn's%i;i,;;j;„c'-°'�;,, %, � ,i� ��. , .�r�c,s� „';r�'v;;, r, i;i%i;,';i;; b��'s i ,i/s;4s�,;,iii „ —� I I �'s%„ °'%%; r d E � — — SEPARATION -- - ,; ,,, ,., , ,, , � � / / i„�,,,.,;;;,�;;;.:,';;;;ii���; ;,;,� �; . ,,: , :; E _ _ PARTY WALL � �,;, ,; ,.,;. , ; ;;,;:,,; � °`% , � � �� � � l 9 `�, ` �— — —� � — � ,� � � � �>��. � '� 2 ' �A50� �� � � ,�.� ;��j�j �,� / ���� � C..� / � °.� Q `� BDRM 2 2 iis ' ' A300 �IF I L� \�� GWB CLN'G @ �� -� L� � 9'-10" ;, i � �' � � � — — — — -- -- / ' ;� � % � ; CLOS}ET � •— � il = � 4'-3" x �'-5" _ ,' 1�V6 CWG @ ;,, .� � � F — - � - -- - �i� � WIAI�ST - — ��- - F ) � <5' 0" � io � - --- – — � I FAMILY ROOM 107 G B CLNG @ 20'-8" x 16'-0" 9'-10" GARAGE GW9 lo G@ JR. MASTER � F C� ioo ' " ii3 O 0,�, • 2z�-6��2�-0�� STAIR � ���-z° X ���-o�� ��,�� qoo OPE 1T� 2 y �CYLE � 2 � — -- — --- - � '�T A301 A301 , �,,� � TYPE 'X' - GWB CLNG @ \`--� �„� (j 9'-63/" a � � ' �,� _ � ��� �fl AR�'� I � , 3 ,l ) � _� GWB CLNG @ . i \ � , � , ` 9�-l0�� ATH � iii � ���� �, io�- �� x s�-2�� ,' '� (T ) - � _" G � -- -- -- — ����� - - ------ --- - G W B CLN G @ _ � _ --- __ G -- ,, - - — . \ f OI O11 /.,, ,:i�c%; ,'., ;'%i; .%.. ��` '.;/.i ,., �.,/ : .�: .'... �s� Q � , .. ,,..,,. : (T ,:.. ,. % � � ' MUD RM. ��, � � � � io4 � BaTH � � � � � � % � 9'-0" x 8'-10" � --�� io9 i �'� � � � � W GWB CWG / �\ 9'-4" x 5'-2" � � �� @ �� W � � \� 1 � � 1 � � 91-53� cC O A301 � �--�� �— A301 C � TYPE 'X' -- -- --- — --- — - H_ � � OO H ,:;: LNG� � J p� � 4'-11%" �% ��'� �/ W MECH. � ; GWB CLNG @ � � � J � 9'-10" �02 ; -� B D M 2 0o Q 16'-�'�z'-o" 'LNDRY ; BDRM 1 iio �� — � '-2" xoll'-8" % 108 I 12'-10" x 13'-8" � � � 14-0 x 11-9 GWB CLNG @ `�' , �;;; �^ �- 9'-10" ; ;; Q � W � ';; %i' �� � — J " � �� — i � ��1 ", , � , � i� � �,�,- ,, �;< / � / / '�/ i/i j ,� ��" _ '%i/ /.,' � ;� i / 'i '` �`--� K �° -- - — - - - - -- — — , ;,;::,;;:,,::,.;;:,::;.;,:.: .; � /" -� „,;,,,, „ %` �: �� �E,,; ;; °��: ;�;,,,;,,.�; , ; ;,,;�; � . ;:;; K PROJECT DRAWN BY : SG � �;%"�%� D A T E : 04.24.09 ' � � I ;ii ��� �— -- -- -- - — — -- --- — -- — -- — � R E V I S I 0 N S : � REVISIONS TO PERMIT (I) 06.04.09 , , . , . \ PERMIT ISSUE 04.24.09 � 2 2 , 3 1 � ( � � ) � 6 ) 1 V ( � ) (8 ) ( g ) �. °,) REFLECTED CEILING PLANS A300 a3oo � � A303� � ENTRY LEVEL- UNIT A _ ENTRY LEVEL REFLECTED CEILING PLAN - UNIT A 'a � ,- 1�4�� = 1'-0�� . � \ � � / ��� /—� / \ _ 5 ) (, 6J 1 �� � 7 � � 8 � � 9 ) � 10 � - �T" A303 � �� � � , � � � � � � � � � = ( � � I N O � . � GENERAL ELECTICAL NOTES: — — -- --- -- -- � j � 1 TYPICAL COLOR OF DECORA """ I I ' " • „�-°t;r�"-„ ;,;;:;-%� ; � ,; ,; WHITE - DRYWALL LOCATIONS %;; � Q ° BLACK- STONE LOCATIONS, VFY �%��% — � '�' ~ °` ,;;;;�;,,:,:: ;�;;;;-:;,, _ � ,,,,,,, . � ;,-,,,�;; ; z � � INDOW ELL, . � 2 POWER AND LIGHTING DISTRIBUTION BELOW TO FOLLOW REQUIREMENTS PER 2003 u� o I RC —' � �, � o. A /�g�,;',n �i.-, . — _ — „ 'ir;-� —__— i ,%i;ii;�;i;�ii!ip%s% 3 r �z �i�3;s y!,C � ;; ,n� c� 3 ELECTRICAL WALK-THRU IS REQUIRED %-�� ---- — = „ � WITH ARCHITECT AT ROUGH-IN ;; \ / I �;' � Q , ;;, , H --� � ;; W \'�� � 109 OF � ' � 4 VERIFY ALL FLOOR OUTLET LOCATIONS . WITH FINAL FURNITURE LAYOUTS i!� 8'- " x 5'-2" �� O _NVG @ 5 VERIFY HEIGHTS OF RECEPTACLES FOR �,� � \� g�_53f$� r 1 ;: �� � TVs WITH INTERIOR ELEVATIONS B �;� _ _ ���?�) _ �p�� '�,:;:;;:,;; _ B 1 � ,, l ELECTRICAL PLAN NOTES: ;% 108 �� � 15'-6" x 11'- " � � PROVIDE GFCI PROTECTED UNDER �; LINEN ; �_ � CWG @ � � CABINET PLUG MOLDS AS NECESSARY ;; �; ,, g,_53�8„ ;;< � � ;,; -- C-�R)f @-- -- -- g�_p�� CLOSET ;;;; � %; � � _� ' t� ;;. \ /-�, 3 �; - � 3 Q ; -� �-- -- — — � A302 % LAUNDRY � � A302 ' ' _000 BDRM 2 "' 8'-1" x 8'-9" � 106 '`� CLNG @ 11'-6" x 11'-0" � V 9 -53��� CLNG @ � 9'-53/8�� � - • -- '� ;' � ��� / _ ;:, ��l/ � , ��) �- � �C `� ;; ;, �, � .. ,:: � `�; PWDR CLNG�@ _ C NG @ �, �3�„ � � ;, � ,, a i 3 �� ,�� ; ;;;,::;; :�, 105 `'� - ;��; „, 8 , 5/s ; : ,--,� ��-s�� x s�-o° �� CL,�OSE, � —�� ,: __� 5'-1" x 4'-6" `°`` OFFIC 104 ' CLNG @ � ° � i BATH M.� 9'-53 �� , � ' � : 0 103 _� � 11'-6" x 5'-6" I � +���� �+�L�"Y ,'. ,�' � �� � � ��, � �� �) (�, � ) !�� �O — ,; ��, .�_� �� � ��.� �"�. �� , � �� �� � �� � • COATS � I %`� � ' � ' � ;,; C _ _ � , ,;,; ,;;;;;;;,;;:;; :,;: -- -� C �`, � -- - --- - -- - �- � t� , -- ,,�, �` �� -- - D A'R��' � , � S ,AI 2 _ _�� I v U�TE�__ ENTRY O1 � , --� 2 A302 �-� L N G 1 0 0 i --- _ , A302 �� CLNG @ �' \\�� � ��� 9'-53/$�� � p - — � � � �, � � � W,, '� �J � � � o °c � � o 0 � i � J Q ° � W Q � J � � � 1 2 3 � nPE ,x� GARAGE �� � GWB CLNG @ 102 :; �' � 5'-1" x 22'- " %' 9'-63/" � s 1 I 1 �'L'1 � A� I I' �A� � 1 i I ' a3oo i PROJECT : DRAWN BY : SG D A T E : 04.24.09 ,, �,,,, „, ,,, ,,: ., .::��,,-�-� .. .,. .. , ., .. _.�-�`. I � — — � — — — — E �, �,,, ����,��, ,�;;;� �,,; ,;;: ;;- .,:- --�:,;;; ;,, ..; � _ , R E V I S I 0 N S %� � � PARTY WALL � �i i �//�; � �, ;,,',,;�,�.��,;;;,��; _ ,;; ,,; SEPARATION ) „ , . , :�:-;;,, ,,;; I I �� ���� REVISIONS TO PERMIT 06 04 09 I � i � � ''� �' , ���i� I PERMIT ISSUE � � 04.24.09 REFLECTED CEILING PLANS ENTRY LEVEL- UNIT B , 1 ENTRY LEVEL REFLECTED CEILING PLAN - UNIT B - 1/4" = 1'-0" � � �.r, �..� . �o � - — `C � � �'V . � � GENERAL ELECTICAL NOTES: � . d- J � 1 TYPICAL COLOR OF DECORA � � WHITE - DRYWALL LOCATIONS BLACK- STONE LOCATIONS, VFY Q o � a � 2 POWER AND LIGHTING DISTRIBUTION Z �! I TO FOLLOW REQUIREMENTS PER 2003 � ^ I IRC ' � W O E 3 ELECTF�ICAL WALK-THRU IS REQUIRED i - __—_- � � __ � " ^ —' PARTY WALL E cvc °� / � i i/ ii i��i i i E �, ,r<; ,F<4� � � LJ /� / / � �� i� ./i � � ,� i i i %/ �/ �ir �<> �k�';• S+•< :FPi�'',� �>> �Z�� ;;� � k 'F„>;>><<.< O // i ��/ i i �i ��y> '+�' <v;> ``Y�'', �`F`F3' t6'>'Y`r`.�`?�,� 'i WITH ARCHITECT AT ROUGH-W <,�� ,�,� ti,< �,,;. ,� ;,�,; ��<�,�.��� SEPARATION � — �—,--r— — —r-=� — �� 4 VERIFY ALL FLOOR OUTLET LOCATIONS I I — - - � ,,Qi, WITH FINAL FURNITURE LAYOUTS �� I � � / 1 O 5 VERIFY HEIGHTS OF RECEPTACLES FOR J TVs WI H INTERIOR ELEVATIONS FUTURE \A5o1 � � U nP � ELECTRIC L PLAN NOTES• � HOT TUB „ ._ %;� '�;'�/,''%'//;' ii,;'i':�;s;;iis,/-;�;s ` ;�`�- I � ;,s , O „ - � � PROVI E GFCI PROTECTED UNDER %; �� ;,; , ;-,, ;,,: ,-;:; — CABIN PLUG MOLDS AS NECESSARY � �� � � ���������������������������� 2 �_� � ! 1 A300 _ � � 5 ,� I '� A501 � � AS O Z �--�TYP TYP � � � S� _- � RAISED TERR CE �� � . � , ; � �T� � i V ULTED gATH `' I 0 -, WG O / � I � 9'-11"lx 7'-6" �, � - - � - - - -- ------ -- �— ��, � F _ - - - - , ; ���- �� � -- - - � Y � - � � /�7 \ \ /r� �_ �._� �� �� —� �' � � y / � 6 � --1� ( � � 8 / � 9 ; � � � � A303 ; �-� �� � � � � � �o �n _ � �--, — �o 1 °O �! o � A501 •��,P , J � Q Q� GENERAL ELECTICAL NOTES. � � ? � Q a 1 TYPICAL COLOR OF DECORA � a WHITE - DRYWALL LOCATIONS Z � _ � BLACK- STONE LOCATIONS, VFY � . �. W O 2 POWER AND LIGHTING DISTRIBUTION / , � � � TO FOLLOW REQUIREMENTS PER 2003 iRC q — — -- � q ) � � Q 3 ELECTRICAL WALK-THRU IS REQUIRED � I •. � x WITH ARCHITECT AT ROUGH-IN � 4 VERIFY ALL FLOOR OUTLET LOCATIONS � (-� � � WITH FINAL FURNITURE LAYOUTS �� � 5 VERIFY HEIGHTS OF RECEPTACLES FOR B I ` B � � TVs WITH INTERIOR ELEVATIONS -- � � o r� ELECTRICAL PLAN NOTES• PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY � � VAULTED CWG, 16'-0" MAX HT T)��) � � ll v 3 GREAT RO '3�1 Q A302 2 '-0" x 17'- " A302 � ' � I �'� �J � . � � � � � . � ._ � �� „,;,;-, o � V �,, ;-, � �� � � -_ , �� � ;:;,- ,.,.;: ,;,:;.;.:, � � . ��,.. :, � , ' . ! �- , HEARTH ROOM wg 203 C NG @ — ��-9�� x a�-ii° lo�-o° KITCHEN '--�� � 13'-6�20 10'-8" ���� CO`�� F �� O _ , �' KYLE H. � , � � �T) �,� WE � C — - � — -- -- - �` C � � � � , - -- - � �-- ��` ;' ♦ � �. ,% I R �D AR�,�' 2 � � . '� �� ._, 01 ��?� 2 A302 - - --- - A302 � � � , V ULTED �/ �LNG, 16'-0" MAX HT D — - —� ( � D � _ �,� � I — — -- � M . C S ET �� '�� 2 VAULTED J � . � 10'-0" '-10" CLNG � � i �� � C � i I PWDf� 0 � o 0 205 p J i�� � �� � �� \�•-�--— � Q O � I � V LLT�E �, � � . � , � � o� I � � � � � � , . ATH � 1 � 1 2 3� il z s �� ' � �T i io�-o° 15�-0�� /T) �,/� � � VAULTED `� � �\� CLNG u J 1 I � �� 1 A302 �— --I---- ----� G�� I I A302 '��� , �� � WG I MA ER �� 1 �` \ VAULTED $�� p �T� �`. � CLNG (r 1 1 '-6" x 14'-6" A300 , � �'�� ;� \��/ PROJECT : , � � ��\ � i 2� DRAWN BY : SG � j `�, G�/g A500 D A T E : 04.24.09 % LNG @OF� — — — — ,^�� I 8�'��� � -- ' -- - , � a � � REVISIONS : � , ,, � �„ ;,�, �„,, , , , � �� <��;>, .�� ��; k� -�, ,�� ti��< � .F � � .��, �<�� .�r, K>,r , „ PARTYWALL � � //%/ %/ / i i /i / / i i .`�;;�, �S�'>> � �C, < 'r' �,'',� ',� �,`k`` <,k;,, <<<%5;.' F-�,''>>.:E.h{>' �'R� <<g✓>> ✓� `T�' �� - � �,; �� >.� ;�:��< � fi�;�.��,�r<< SEPARATION I I I � � � � I I � I REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 REFLECTED CEILING PIANS MAIN LEVEL - UNIT B _ MAIN LEVEL REFLE TED EI IN PLAN - UNIT B - 1 1�4�� = 1'-0�� 10 9 S 7 6 3 2 1 � � V COMPOSITE "CED R" SHAKE ° � ROOF, TYP. � ^' o ,� � . d- STUCCO / � o � ° STONE VENEER CHIMNEY & CAP • Q o EXPOSED TIMBER � � -- - �- a 128'-113i8" (8592'-113/8") , ^� DECOR. FASCIA BOARD = ^ WOOD SIDING ,y o COPPER GUTTERS & D.SPOUTS � � V -- -- - - - - ---- -- ----- - -- - - T 1N24 T 1N2`' - ,\ ALUM. CLAD WOOD WDWS & ..aW _ - �\� DOORS W/ WOOD TRIM Z �� I �O O� , � WOOD & TIMBER DECKS & � o - -- T wz 1' wza I T T wza ��,_ J � �_ � -_ _ ___ \���� �i\ GUARDRAILS W - - — - ���; _ � O - � - I \ � � �� ��' °'�'. 1 p ��\ � ^ �' I ��1 � -- � - ' w29 I _ r� rMi XDI4 � - -_ --_- _— -� _—_ I L_-- '1 — 01 O - -- -- -- - XDII O I _ -� _ p �� O -- --- -- -------- ------- --- � D = --- V j _--_ ;� _' _ ____ - - \�� _ W28 �� _ _ OT REPRESENTS TEMPERED _ , _ -' --- rv GLASS LOCATIONS 1 , _ � � � -- T.O. PLYWD. �� - - `' 111'-3" (8575'-3") - �� - - � � �" xoz -- • . a, - - � - - � � i -- - - --- �-- � -- --, ---- - ---�-- � --- --- --� - , � T.O. P LYW D. (LAN D I N G - --- - — - --- r � ---- ---, - � r � ---� f - �- a� - - - - - - - - _ � _ � � -- I I ---� - -�, 105�_9�� �8569�_9��� _ __ � _ - � �---- - � - -- � - - _�_ -� ; ; //-� �--_���� .�- - � -- � � � --- -- � - -- ' _ _ _ �� ��_ , , -, �,� • �-- , —�- -�---- —i o �_�L;�-��� •- I r � -� - - - r - ---- -----I -- -� -- ------ i� ��-- =���-� i I � � - - __ -_ �_�� _ _- - -----__ �- � -� ��� � � i_ ,--��-�--�_ � --;- -- -----------rt- - ------ -- - - �=��2�� -- __ =�o -�- � -- � � /� —�-- _, --'-- � T.�i S�L/16 i i� I --- I XD4 I � --- - � XD5 � --- �-- I�� �'��_�_`-- �`�� I --- - -- � � ---— -- I t-------- -- � --� --�---- ----+ ��i I I'-=- -�=� �� I L= ��II�I III������� � � i 100 -6 (8564 -6 ) T-= ��_ � , r - - - - -- ____ -- a 99'-6" (8563'-6") WOOD CLAD GARAGE DOORS LINE OF EXISTIN GRADE TIMBER HEADER LINE OF PROPOS D GRADE STONE VENEER � NORTH ELEVATION - A ��pF Co�p� � 1 ii4�� = i�-o° � F`� �o � �°CYLE H. � . �,� WE � ti �� �� K J H G F E pRG'1`� STONE VENEER CHIMN & CAP --_ -� - DECOR. FASCIA BOARD -- - --- ---- � --��-=� ---�' — --------,-- --- - T.O. DECKING -�1_ _ _ COPPER GUTI"ERS & D. POUTS � 128'-73/s" (8592'-73/a") W - ALUM. CLAD WOOD WD S & J - DOORS W/ WOOD TRIM � � COMPOSITE "CEDAR" SHAKE � -- - _ � o ROO F, TYP. � - -- - _--- -— _-----=_-____-____--------- -- --_- - � C� o 0 EXPOSED TIMBERS i 2---� _____-------- � ��� � � J Q o I � W �- _--=J --- - ---- - ____-__--_ _ ------- --_-� � � J WOOD SIDING ------ --- ----- -- -- - -- � J °O � �---------------- - � _ — - — -- - � o• - -- �� d- f J' WOOD & TIMBER DECKS & � ,---- i , - ---- - �� GUARDRAILS ' �,�, , i ( � I —-� ---- �� - - �_�_. — - - - --- --- Q ---- -=v�� - � �- _ - - -- s-, �..L� i � - � - �� � - - - - _ � _ --�, ----- - EG\ SS�I C� � 5 - - - - - -- -'�� ------ _---� -- -- --- ----� - - - -- -- --- -------- ------in --- - - - - ---� �� PROJECT : T.O. PLYWD. - - ---- ------- --- _ _`-_-- . -- - ----- -- ----------- __ --------- - - - - - D R A W N B Y . SG ---__---_-_ � 1 2 3 6 7 8 9 10 � � � � � � _ - .o � � � o ,� � . � J 0 � � .O. DECKING - Q ° - - - - �-- a. 1 8'-113/8" (8592'-113/8") _ -- - "' � - �- COMPOSITE "CEDAR" SHAK � STONE VENEER CHIMNEY & CAP _� __ ROOF, TYP. � ° V � � � DECOR. FASCIA BOARD -- ------- `-' T WZ4 T W24 � -- ---- - -- - ------- - �, - -- - EXPOSED TIMBERS „Q � - - - - COPPER GUTTERS & D.SPOUTS - --- __ -- --- -- - ---- -- -- - ---- - - r � � � Z - � -- - - -- _ -_- _ -J- � � � ALUM. CLAD WOOD WDWS & T WZ4 T WZ4 T W24 T W24 il -_ ----- __ i W23 T � Wz3 T � �J - -- '- !i - � - _ --- i�------ � - u DOORS W/ WOOD TRIM - - - - - � �I� - -1 --- \ � - - - -- - — -� � r -- _-- __ � � p --- p _ - -�, � �� � - M � -;� _ r.� '� XD14 I -- a � �� � _ _ � � N EXTER. LIGHT FIXTURE o T � _ L �� o XD13 TO I � _� _ � �\ g_� Q> XD15 � O _ _ — , E RESS --�- = - - �� j _ � - - - ° -� _= i WOOD SIDING � r �= -- � ----- --- - - WOOD & TIMBER DECKS & � _ � T.O. PLYWD. -____ ___ _____ GUARDRAILS Q 111'-3" (8575'-3") -� _ ---- ` STONE VENEER � ' - -- �—-- � - i —�= - c.� --- -- — � - - - --— ---- --—T -- - ----- - - C - - ---- - ---- -- -- -- - � ---- - _ �- _ \ -�� - - - - - _�--,- -� -�- - - - �--- - ,c �----- - ------- - - --- _- - - , - - , � �--- - '� - - - �- - , �----- � _ - v � --��_ -- - � -�-- I I i i- I _ �� � I �� i � _ ------- � � - - - � __ _ �_ __ � _ -- - � '� �7 �� - 1 �- � � � __ � � _� _ � , �� � � _� � � , . -- �„ � � , � i� -�- � -- ; , --_ �if }_--- ---- ��-- � '�- -------- � � - , - -- — _- — -- � -- -- _-_ - -= ' - - � ---- - - v�z z ------- -- � �--- I � - — - - — - - � �� � — - - -� � - --T_ L- -I -� I� _\ � // I /-__-I�-I i � - I _��T Y - I _ - __ i �I - - _�= I�-_ -� • - __ I _ -_ _ � - - - - - - �----� �!�'-_�_�_- � � - - - I` �� - - - � --- �� �, �i � �' ,� ; _ _ � � _ � ,; ,',' � - _ �- -� , —� _ - - � -- � i`_�_' - A B C � E STONE VENEER CHIMNEY & CAP DECOR. FASCI BOARD " ` v, �..� - .o �.r, — �o � a T � COPPER GUTT RS & D.SPOUTS ° � T.O. DECKING J o � ° 128'-43'8" (8592'-43$") ALUM. CLAD OOD WDWS & • COMPOSITE "CEDAR" - DOORS W/ WO D TRIM � � SHAKE ROOF, TYP. Z �., - � � � . � - -- V O� EXPOSED TIMBERS � -- V _ � Q W S � _ Z O � -- � �— � - W WOOD SIDING - � - - - � °� � --- _ - o - , �., _ � --� --- - � - - � --- � / ����, — ^ � - — — - -_�� � - � -- � � io �� w3o 7' - -� - - � "� -_- --- � OT REPRESENTS TEMPERED T.O. PLYWD. GLASS LOCATIONS 110'_9" (8574'_9") - - - - - _ - � , WOOD & TIMBER _ -�- T - �, DECKS & GUARDRAILS - --- � - _ � _ _ � - - � - - - - - - _ - . . - , - , � � � � I � � , -- ,� STO N E V E N E E R -� � _ -- , _ _ _- _ 1 _ -___ _� � -� — , _ - -�- - _ XD3 - --- ---- ` 7- � ---- � - s - -- - _ - - — - - _ -� - - ---- --- --- ��_ — - �- - � I _ _— --- - ----- `1 ---- � '_ T.O. PLYW D. - - —�---- � -�-_ -- -c T - �� _ � 99'-10" (8563'-10") - - -- - - _�-- _-- ---- _ - _ -- -- - -- -- - - �, - - - _� �C -- -- __ � � �---, � - - WOOD CLAD GARAGE DOO a - LINE OF EXISTING GRADE TIMBER HEADER LINE OF PROPOSED GRADE ENTRY PENDANT LIGHT 1 WEST ELEVATION - 6 STUCCO 1�4" = 1'-0" FIXED WOOD SHUTTERS pF CO�� .���� �O � �' KYLE H. ° � � WE �r 10 9 8 7 6 3 ' � � �� D RG�, , A _ -_, - �-- -1 -s --�_-_� -- �--�--- - _� - � T.O. DECKING -1- T-- -- -- - - -� - -_- 128'-5" (8592'-5") ��� ----�- - ST NE VENEER CHIMNEY & CAP ---� -- --T�-�-----� -- - -- - - - ---- - - --- - -- - -- - - - - �-- -�; -- - DE OR. FASCIA BOARD � i--_ --- -- —__-- _ i---- � - �� - - ----- ~ �� %� ---- - ---- ------ �T_ "'15----i T 1N15 � --- --- ----- CO PER GUTTERS & D.SPOUTS � � %��� --- ----- -- - --- oc o ' �� -�-- � ° o '" ��'���� --- ---- ------- ---- � ---=; I T wi5 ' -r wis i� I T wi5- -� _- - -s AL M. C LAD WOO D W D W S & 0 �? c� � � _� -- —� -- i T wis � � � _ — �--- ---- _� ��----- - -- ---�I I_==_— � � � ---- --� ,, D C B A � � �, � : �° � � � DECOR. FASCIA BOARD - STONE VENEER CHIMNEY & CAP o � J 0 � � COPPER GUITERS & D.SPOUTS - • T.O. DECKING � ° � a 128'-43/8" (8592'-43/8") --- � � ALUM. CLAD WOOD WDWS & . � DOORS W/ WOOD TRIM COMPOSITE "CEDAR" SHAKE -- ------ - ; � � _ _ ___ ROOF, TYP. � -- ,!—;�_� - - V 0 i�J - EXPOSED TIMBERS = -- --- - Z 0 , — --,� �_--� -- ,_-- - - - J ------ - i I ------ --- --- --- T '�_ �i � �'z- -_ i --_ �-_ -- ,; � �-� -- � - _ - L�_ __� �T- -- I ��---_- � �i �e'� - -- �I - - - -- ---- -- o � � -- � i i- - � - � � , � _ �, -- �, �- ,� -- - - -- - - i � -- -- , �' I w o I w o --- - � -=-u� "' - - -- - I --- --- � �_ _`'�-.�__� � _ �i __ _ � __ _ ---_ � x �o W��6 � �'6 . WOOD SIDING ' � � � O / --- � -- - $ _ � q � ; - _ __ _ _�- o - � -- _ � � _ �-- _ ^ �,� EG S G SS _ — _ _ ' � o v _ r, T.O. PLYWD. � 110'-9° (8574'-9") _ L-� - � - . -- --- - �-----�_- -- - ---- , -�---- ---,__--- ;-__- �� -_- W 00 D & TI M B E R D E C KS & �„ , , �__ - _ GUARDRAILS .� -- �-- --� --- - - -- - � — Z_ -�- -�_ - ---- -� - _- �- � - - -� �- � ,�i i�---�--� —1 - ��-- - , _-- _� v - � i _ - \ ' � I� � t ; --�- j - - -- ' - G� -- ---- - -- —�— - � - � � i' � -��, __-_-�_ � -�- _ -- T- - - � - - -- � ---��— ---- - �� �___ � = f, ------ - , - STO N E V E N E E R .� - f� i4 'i - �---- �� '� � ' - ' - i=--� __�' \ _ , � ._ -� - T �-- � - �---- ' � ' � GAS METER LOC.; SINGLE LINE 0 0 ----_--- -- -i �-- - ; � -a -_ � � � ----- - �� � � ----- -_�-_�- -- - -- - EG E55�1 ,�EG ESS -� �IEG ESS --� - ---�--- -� -- -C - �- -- � - � _ --�-= --- 5 - -- -- --==s-r -- �----- ----- -- - -- - ; - - --- W/ 2-METER HEADER; �C `' , ��---� -- ---�-�-�-- �--- -_ -� - ----�_ � � �� r_- -�- ---- _ �----- --�---� - - -- - � -- _ 1, - _, - - T-L - ------1-- -�-- y--- _ - ;---- -_ � � �,�, � �o �+ _ �o F °O °� ry K J H G � � ' � o � ° ' -- — Q o - - a� f-- o� Z � _ � - � - • � --- -- I � o I � � � � II � 0 a W _ H Z O � � f- � W � O --- � � - � � -- / V — — PWDR ��� STAIR °- � ����, 2oi • — = 205 ,\\\�\\ CONTIN � . �\� HAND AIU � T.O. PLYWD. _ - - — - \��:'�� �\� GUAR RAIL @ _z +_ ������;��. 34"-36'AFF 111'-3" (8575'-3") --- ° ��\��,�� .� V � ' � ���� �\� SOLID OOD O ����� � G� � �� � STAIR PRON � _ -�f ���� = o�� ENTR -�— 1 _ 200 � _ ' •_ TAI R _ __ ,� —C T.O. PLYWD. (LANDING) -- -_— - _- --- - — — — — — ioi -' � _ ��-_ I � �C � - � V 105'-9" (8569'-9") - _ � % C � - -- _S� MUD RM. , �"� �, =� WINE ST RAGE '— �� � 104 ' � � i <5'- ° � � _ 'L -�I � C ��� 106 / �_ - - _ ' C � j. �- C � . - — - - � � . . AB -- - - --- - — - 100'-6" (8564'-6") � I � � I , 4F ���0 , � Q �O � � y �C1(LE H. o - CRO55 SECTION �� �E � - 1 i�4�, = i�-o�� r � ,, _ �. _ ��` G,�� . D A� F � H G -- _- — � I.�J � W - _— --- -- _ — � 7 _ - -- _ -- __ -- -- — -- — �, C 0 _ _ - 0 � � O J J Q o � W Q � J � �' � � I I ' � � � �1 ' GREAT ROOM Q _ Zoz uJ -- L �� —_ — _ _ ---� KITCHEN E C T : 203 P R 0 J �� I -�_ - - --� - - DRAWN BY : SG T.O. PLY - �-� - - - -- - DATE : 04.24. 111'-3" (8 - — REVISIONS : _ � REVISIONS TO PERMIT (I) 06.04.09 MECH PERMIT ISSUE 04.24.09 io2 I I _ GARAGE BUILDING SECTIONS ioo � T.O. SLAB 100'-6" (8564'-6") 2 CROSS SECTION 1/4" = 1'-0" 10 9 8 7 6 3 2 1 � � f � `- � _ ' � � 00 a N _ � � � . d' -- J O -L � O� I --� ( Q o � a z ^! - � � -- ^ --, -- • �- � - W p J � V p� � V � Q — W S � Z I I _ __J � O I �.�i � --� � � _ � 0 - l �� I -- � � � � �, � i , MA. TH MASTER PWDR GRE OOM HEAR ROOM I I 11 I 209 � 205 � 20 i 2 4 ', I �_ T.O. PLYWD. - - - - - -- � 111'-3" (8575'-3") T.O. PLYWD. � 111'-3" (8575'-3") � . � MECH.<5'-0" -+-_ i �— loz � � _ a� I I I I I - COV'D PARK'G I , �'' — ---- -- •— MUD RM. � T.O. SLAB BDRM 2 BDRM 1 l04 io5 _ _ 100'-6" (8564'-6") iio ios ' ; --- - �C `' - - - � T.O. SLAB a 99'-6" (8563'-6") - - - -- � � � � � � � � I 1 LONGITUDINAL SECTION - A-UNIT 1/4" = 1'-0" --. _ '��p!� �O�°'�9 ,�Q' O � `' KYLE I-�. ° ° -� WE � 1 2 3 6 7 8 9 10 r�' ? � �� D RG�'`� A _� - , � � � � , ,, �- _ � i � , � , --__--_-_--- - __ - _ - - _ _ -__ - _ - _ _ '_ _ - _ _ _ __ _ - - -_ � ' 6 7 8 9 10 � � � � � � � - � ` � N � � � . � J 0 � � Q O - -- � 1= O� Z ~ � � � . �. W O J � V p� cC V � Q W _ V) I I I Z � � J F— t/� W � 6 7 8 9 10 � ° � STAIR NOTES/PER IRC SECT R311&312 _ M . BATH M STER 1 OPEN RISERS TO BE NO GREATER 208 06 THAN 3-7/8" � 2 HANDRAIL TO BE BTWN 34" & 38" AFF T.O. PLYWD. 3 HANDRAIL GRIP DIAM TO BE BTWN 1-1/4" TO 2" -�- 110�-9�� (8574�-9��� 4 GUARDRAILS @ LANDINGS TO BE MIN � 36" AFF _�� � 5 GUARD OPENING LIMITATIONS CANNOT -- �' . ALLOW PASSAGE OF A SPHERE 4" OR ' � �-' GREATER IN DIAM lr i �� _ %��� � ;, � • �;�� _ ' ,' �� � � i, �� — � F.V, g��- � � I IGARAGe � - a� 102 -+- • �T_��.O. GARAGE SLAB (FINISH) - - � — `� 100'-0" (8564'-0") _ -- � I � I I I `, I — - — � � -- � I I I I I I I I I I I I T.O. PLYWD. - BRIDGE CROSS SECTION - B-UNIT 110'-9" (8574'-9") � � _ _ � c � � STA�R r � 1 i�4° = i�-o° � � Z o i . c � '��'�� C�C�'Q9 Q� O . c � � �'� KYLE ° - 10 9 8 7 6 T.O. PLYWD. (LANDIN ) _ _ _ _ _c � WE � _ 105'-3" (8569'-3") ST IR o r-' o � � NTRY lol Q p ARG'�� � � � �oo � o � � � 0 0 -- — I T.O. PLYWD. ° — ( 99'-10" (8563'-10") Z � � . \ Z � \ � Z \,` Z � T.O. PLYWD.�(L�ANDING) _ I _ _ �� _ _ _� � ___ I � , . , 94 4 (8558 4 ) ooi a� � I I � ° ° STO .<5'-0" � o O 002 �J � o KITCHEN __ T.O. SLAB __ _ _ � W ^ REAT ROO 89'-0" (8553'-0") � J 202 �04 � pp ' — - - - � O� � � T.O. PLYWD. -- � CRO55 SECTION - B-UNIT � 110'-9" (8574�_9��� — 2 ii4° = i�-o�� Q - - - W ---� -- BDRM 2 LAUNDRY __ P R 0 J E C T : io6 aoo -- --- D R A W N B Y : SG — ' D A T E : 04.24.09 � � _ �__ — REVISIONS : T.O. PLYWD. -- 99'-10" (856�'= REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 BUILDING SECTIONS � � � � I JR. MASTER BATH 006 008 SHWR " = T.O. S B 89'-0" (8553'-0") ' 3 CRO55 SECTION - B-UNIT F K J H G F � � � `- � � — � � � _ N o ,� � . � J � � � I I I I Q O F— O� Z ry _ � � . � W O i V � CC � V � Q W S � Z O I I I � J � W � � � O � MASTER - - 209 OFFICE II I 2°7 =� T.O. PLYWD. RAISEC � — � 111'-3" (8575'-3") Q . . � � � � � I I I FAMILY ROOM I . �`' T.O. SLAB lo� � 100'-6" (8564'-6") BDRM 1 � ios �C — — -- — — — — - — — � T.O. SLAB — � 99'-6" (8563'-6") � � � � � B A ���� C�C�'Q9 _ E D C 4 -— ��„ �O � __ `� KYLE H. - -- —; _�_ ---- ,�. WE a <,,� I � � o A�� � 1 - I - t ; - � --- , d a _ —_ a — � ° W a _ _ -- J a 3�-p° _ — � . � � d a MIN _ - -- — — � � cC O = 0 C a a 1 Q � � z MIN PROPOSED — — GRADE MA. BATH PW�R _ o � �J Q O ��N � ° Zo$ � 205 HEARTH ROOM GREAT ROOM � W � � 203 204 � J � TERRACE BRIDGE � _ � _ T.O. PLYWD. � 00 � WINDOW o a 110 9 (8574 9 ) � o� WELL ;� � i_ n i_ n 3'X3' CLR MIN � INCLUDE o a � � PERMENANT � °d � � LADDER MIN 12" WIDE - , ° a o W � � � � � a � �� a o � � n d • INCLUDE ° I - � a DRAIN AND I I P R 0 J E C T : `^ Q ° - - ENTRY BATH BDRM 2 BDRM 1 "' � a ° H S�qg NpLL a ° i z ioo io3 io6 ios _ D R A W N B Y : SG , ° N D A T E : 04.24.09 ° FILL T GA GE SLAB ( INISH) T.O. PLYWD. °aa 1 ' " ' " -- — — g9'-10" (8563'-10") A g a REVISIONS : d e 4a a d a � d / � a � � ° e m a ° a ° � a � a a a _ REVISIONS TO PERMIT (I) 06.04.09 m � I I I INDO _ PERMIT ISSUE 04.24.09 � WELL �. BUILDING SECTIONS 2 EGRE55 WINDOW WELL DETAIL RM 006 iiz�, = i�-o�� I FAMILY ROOM JR. MASTER 003 006 '�;' o rn N T.O. S LAB _ 89'-0" (8553'-0") _ � � _ . 1 LONGITUDINAL SECTION t 1/4 — 1-0 . � � �n � �o v'+ - B-51 D E — �° SUPER-INSULATED ROOF, NO VENTING NECESSARY � ^ FINISH ROOFING ROOF V ^ . � J � � NAILABLE RIGID � °� INSUL R-49 (MIN) � • Q o ROOF UNDERLAYMENT � � �- o°�. /WATERPR MEMBR � " SOFFIT T&G OVER /" TYPE 'X' DRYWALL OVER Z � , EXTER SHEATHING, EXTEND FULL LENGTH OF � � r� 12 EAVE ,.. o � 0 � � 4 EXTER SIDING, OVER BLDG PAPER, OVER 5/" cvc °� TYPE 'X' DRYWALL, OVER EXTER SHEATHING � C Q W COPPER FLASHING ,_ 6" HALF-ROUND p COPPER GUTTER T O PLATE J � PRE-FAB FRAMED WALL W/ 5/" TYPE 'X' � � WOOD BLOCKING DRYWALL, BOTH SIDES, EXTEND DRYWALL •. � HORIZ AND VERTICALLY ALONG ENTIRE � PARTY WALL (GYPSUM ASSOC -LISTING NO o A'S I D E WP 8105 1 HR RATING) - SEE 1/A500 FOR � � TYP WALL CONSTR , ROO F EXTE N S I O N 1 CLEAR AIRSPACE „ WOOD ;�ASCIA 5/" GYPSUM WALL BOARD BETW FRAMING � EXPOSED T&G VAPOR BARRIER DECKING SOFFIT T&G OVER 5/" TYPE 'X' 2X2 FLAT FURRING W/ DRYWALL OVER EXTER SHEATHING, BLOWN-IN BATT INSUL EXTEND FULL LENGTH OF EAVE FIRE-RESISTANT WALL ASSEMBLY � EXPOSED TIMBER TO EXTEND AND BE TIGHT RAFTER AGAINST THE ADJACENT WALLS v 3'-6°oR s�-o° PRE-FABR EXTER WALL CONSTR EXTERIOR WALL CONSTR TO -OSB PANEUVAPOR BARRIER MAINTAIN A THERMAL Q TIMBER BEAM -WOOD WALL FRAMING RESISTANCE OF R-21 OR NO PENTRATIONS � -INSUL GREATER ' -EXTER GRADE OSB IN PARTY WALL � -2X2 BATTENS -SIDING 1 HR RATED FRAMED WALL W/ 5/" TYPE 'X' PRE-FAB FRAMED WALL W/ 5/" TYPE 'X' � �' DRYWALL, BOTH SIDES, EXTEND DRYWALL DRYWALL, BOTH SIDES, EXTEND DRYWALL � HORIZ AND VERTICALLY ALONG ENTIRE HORIZ AND VERTICALLY ALONG ENTIRE PARTY WALL (GYPSUM ASSOC -LISTING NO PARTY WALL (GYPSUM ASSOC -LISTING NQ � '`� WP 8105 1 HR RATING) - EXTERIOR SIDING WP 8105 1 HR RATING) - SEE 1/A500 FOR .� TO MATCH ADJ PRE-FAB SYSTEM TYP WALL CONSTR � FINISH FLOOR VAPOR BARRIER � v COPPER FLASHING, SEAL LAPS LI W/ RADIANT'CHOEA7' A—SIDE � B—SIDE � � o TERRACE , � , � SEALANT ',',� � FIRE-RESISTANT WALL ASSEMBLY 1z" EXT PLYWD SHEATHING �, ,� TO EXTEND AND BE TIGHT AGAINST THE ADJACENT WALLS � , FLAG-STONE TERRACE BUILD-UP 6" STONE VENEER ,� �',' �,','�� NO PENTRATIONS BUILDING PAPER , � � IN PARTY WALL . F SHEET BITUTHANE, EXTEND MEMBRANE 12" MIN � � ' ' C�F C+�LO ^ ONTO PRIMED SHEATHING �o �� ,' Q _ ��fi � �t`� � - 2' DRAIN AND DRY BOARD ~ ,� �',' � !, T.O. PLYWD. � ��,..E M. � LIQUID FILLET OF LM3000 BY GRACE a � i �' � 11��-9° (8574�-9��� .�4l� �E � . HOT-APPLIED MONOLITHIC WATERPROOFING �',;��� � ;;,.� MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE ry , �. � GRADE AND TO BOTTOM OF FOOTING ~ �' ' � � � � J � a J / - METAL FLASHING W/ 3" VERT LEG UP WALL FACE � � � ] � `� � � �� LAPPED INTO WATERPROOFING MEMBRANE � � � PROVIDE HEMMED OUTER EDGE AND LAP & SEAL `������ FLOOR FRAMING PER STRUCT � �G JOINTS .�� `, 8" CONCRETE STRUCT SLAB UNCURED NEOPRENE FLASHING--EXTEND 4" ABOVE `����� � 1 � � � AND 4" BELOW VENEER LEDGER ` �\��`� 10" SOLID CONCRETE .� � `�`� � ;„ FOUNDATION WALL �� LINE OF GRADE p 1+ HOUR FIRE RATING PER TABLE 720 1(2) IBC HOT-APPLIED MONOLITHIC WATERPROOFING p FIRE RESISTANCE RATED CONST � MEMBRANE -- EXTEND WATERPROOFING 12" ABOVE STC -59 LEDGER, LAP 8" OVER BITUTHANE � � HOT-APPLIED MONOLITHIC WATERPROOFING � � � MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE � 5/" TYPE 'X' GWB, ALL WALLS & �' GRADE AND TO BOTTOM OF FOOTING CEILINGS IN GARAGE DRAIN & DRY BOARD � � � � � /��` SHEET BITUTHANE � � Q OQ DROPPED SOFFIT a CONCRETE FOUNDATION WALL � J 0 � � OO CONC FDN WALL RE. STRUCT. �I Q � � W HOT-APPLIED, MONOLITHIC `� � � —� WATERPROOFING MEMBRANE-- EXTEND � Cp � WATERPROOFING 36" ABOVE GRADE AND — TO BOTTOM OF FOOTING 2X FURRED WALL W/ � � � � BIBBS INSUL , TYP � � � �� DRAIN & DRY BD p D 5/" DRYWALL, TYP � T.O. GARAGE SLAB (FINISH) � GRAVELTHIS AREA REGARDLESS OF 5 � � ZOO�-G�� (8564�-G��� �� WHETHER DRAIN IS LOCATED ATTHIS EXPANSION MATERIAL /a GWB OVER 2X WALL GARAGE FLOOR SLAB LOCATION FURRING OVER VAPOR � � � � CONC SLAB RE BARRIER MIN 1" X 1" BUILT-UP CANT OF STRUCT � � � � FLUID-APPLIED WATERPROOFING ATALL � _________________________________________________________________ INSIDE CORNERS - ---------- ---- � ----- -----------'-–{------------- �. L\ lOMIL VAPOR BARRIER � �� �� ��{ �" �� Fi�TER FaBRic � -� c��� +�� , �--�� ����;� -`_" , ,��=l ��� ,�� P R 0 J E C T : ( A—S I D E � _�. � � � :� �--`-���. �-�, �'� o� R-io Mirv Ri�i� �� y-��.-- �!� y. ,�,��y ,-� � i--�-� D R A W N B Y : SG \, � FOAM INSULATION � CLEAN 3/4" FREE DRAINING GRAVEL O O O� O p D A T E : 04.24.09 O�O ° ' FINISH FLOOR a TOFTG f T.O. S REVISIONS : SEE STRUCT DWGS � p ________________________ 99'-6" (8563'-6") � � � _� � � � `� -�-� ` `.�`�`� -=� FLOOR SLAB W/ RAD HEAT � 00 �° o �,Y��'� ��-j °��,�� <� REVISIONS TO PERMIT (I) 06.04.09 � � -<Y ,�1=�- ��-�� a o�� � r, �=����_��.,1, ,,,7_ o a � PERMIT ISSUE 04.24.09 O ° � � 4 FREE DRAINING � GRAVEL, NO FINES =� !, � BUILDING DETAIIS a �� <� WATER STOP, TYP, � � � �� � � 6" 0, RIGID, PERFORATED PIPE SLOPED @ %4" PER FOOT TO A DAYLIGHT OR A SUMP CONC FTG RE• STRUCT a � "� � � � LOCATION ' � O _ �� J a � v _ , 1 TYPICAL WALL SECTION - DETAIL 2 PARTY WALL SECTION - DETAIL ' i-i�z�� = i�-o�� i-i�2�� = 1�-0�, T ^ � �r, � �o �+'� ZURN 5x5 Z54155 DRAIN (WRAP W/ o0 0�• FILTER FABRIC), HEAT TRACE DRAIN � O � AND PIPING � � BACKER ROD AND SEALANT Q � � STONE FINISH,TBD, SAWCUT REVEAL • AT DRAIN TO RECEIVE BACKER ROD Q � AND SEALANT � �` WOOD TOP RAIL Z � ��� SLOPy Sr LOPE _ � METAL STAND-OFF 1% - 2" LIGHTWEIGHT , � , ,, , � � , , , � , , � ° � m�� TOPPING W/HYDRONIC SNOW ' ,' � ;�, ,' � ' ' � �� ' ' ; � �` "' MELT TUBING, VFY � �I° WOOD POSTS, SLATS & THICKNE55 W/FINISH MAT'L � O O o "' FASCIA BOARDS •.�W x � QRAINAGE MAT � 1 Z � O iniro , Q � J o � %$" ASPHALTIC PROTECTION � r.;� � BOARD ,. • � 4 � FABRIC- MONOLITHIC � � _ MEMBRANE W/FLEX FLASH F ^ � REINFORCEMENT FABRIC& - HYDROFLEX 30 CAP SHEET 6�� MIN. _� ma � - WOOD DECKING 6" CONC SLB SLOPING TO 4" � ��� AT DRAIN O/STEEL DECKING, `r' �—TIMBER BLOCKING RE: STRUCT � TIMBER DECK RAFTE � v � FLOOR FRAMING PER STRUCTURAL � • . 3u 316 C� DRAIN PIPE -- RE MECH DWGS FOR ROUTING &SIZE � 1 6u �� V 1 EXTERIOR GUARD RAIL DETAIL TERRACE DRAIN DETAIL °' 3/4" = 1'-0" 4 3" = 1'-0" -� • � � V � / / I � � / a i / � /i / / /� I I % / / / / / . / � � i/ / � i � I i / / / /'/ � I / / / �/ / I � � , ' HEAT TRACE ALL SCUPPERS ,/ , ,� , , � � I I � � ,' '%' i, � , � , � ,� � , � _ � �' � � � , �� �,�� ,� , % , � � , , ,% � � ,' �� , � y, � ; ,� / � � � , / ' %' , ' � �, , � � � , , , , i ; - WOOD TRIM FELT PAPER, LAP 8" OVER ', � ��, � I � I � /, � � /� , � / ��F c�L� 13 HOT-APPLIED W P , , ,' , ! I � , ',' ' , ,' Q �O � �16 ' � , i I � ' % , / O � / � i � � , � i� ' �� � = Z16" SCUPPER SLEEVE ' , � � � ' % � �; KYLE H• / / l / /� I I I i� / / / / � // � ��V\r � � ALUM CLAD WINDOWS � MORTAR BED w/SNOW-MELT �,�/;� j% i; , SEALANT i I ; �� � �� % � ti TUBING � , , , � , �'�� V � ,� �, � , COPPER SCUPPER � % �� � , ' , � � (FULLY SOLDERED) ', , �� � D ,�G DRAINAGE MAT � , � , ' , � �' � � ' � i ; , , � /� ' I ' / � , , � � � , , � I , . , 1/$" ASPHALTIC PROTECTION � � — � � , , BOARD 4i6" BUTYL TAPE SANDSTONEPAVERS LAPSEALANT 2 TYPICAL WINDOW TRIM DETAIL SLOPETO DRAIN / / / , / , - - ,- - � �, � � ' � W i � ; ' 3/4�� = 1'-0" � � ; , � , ,' � ' , �' � / i� ' ' , , i' � i � � � � �' % , I � % , ,% , � . � , � � i . ' / �, J � � � - / / / I / , ' � i i � � �:/,' / � � � � O O I / , � � �/ � i � � I / / � � � / � � � i i �— __ —_ _— _ I I i / � i i O � � J — — — — — — — — — -- , I ' , , 4" SANDSTONE CAP, SLOPE ---_ � --- - -_ - T- - � - � - - - � ,%, � � , , ' J Q � 1"/FT MIN TO DRAIN FRONT TO % , � � � � • � BACK, TYP 6125 MEMBRANE W/ HYDROFLEX 30 BITUTHENE LAPPED OVER I � ' ' � , � � " ���'i,'����','�� � ,'�� � , ,� � , EXTEND AH6125 INTO SCUPPER OPENING WPM 6125 AND BLDG PAPER � ' , � '� ! ' � � Q ����,',����,',����,',���'j,����, UNDER HORIZONTAL PORTION OF BLDG PAPER � � '� � ' , � O� ' — — — — — — — � ' � ' ' �� �' ' ��� ,' ����, 2" SANDSTONE VERTICAL SCUPPER AND UP BOTH SIDES OF � ' ' � � � � VENEER SECURED TO TUBE SCUPPER OPENING, UNDER METAL I �� , ' , ��' � � ,� � �' I '� STEEL SCUPPER %" EXTERIOR PLYWOOD I , � , ;� %�;� �� �� � �� CONTINUOUS 1" FILLET BEAD OF SEALANT AT 1 1/$" PLYWD SUBFLOOR I ' � � � � , , STL TUBE STEEL SUPPORT BEYOND � , , � I ' � TRANSITION FROM HORIZ TO VERT, TYP � ' � � �� Do ' � CEMENTIOUS UNDERLAYMENT ' � ' � ',' i ,' W I T H W A T E R P R O O F I N G A N D STONE VENEER � , % � � ,' , , , ° ',' SHEET METAL CLADDING, SLOPE I � , �; ' , I o ',' TO DRAIN 1/4" PER FT � � , , , , , o , I ,� � ' , �PLAN VIEW � , , REMOVEABLE STEEL MESH ; �, � �, � � SCREEN AND FRAME AITACHED � �, � ' � P R 0 J E C T : %4°0, 2"0 C STL j� STEEL ANGLE'1 PAINT BLACK i /,�� � � / / ; D R A W N B Y : SG i MESH, , VFY � , MAINTAIN 1/2 SPACE BETWEEN I � � D A T E : 04.24.09 4"x4"x%4"STL TUBE � SCREEN AND SILL FLASHING FOR � , ,� ..1 7sr^? a ' � � i STEEL SUPPORT WITH -• ��• � •..� , �, , DRAINAGE �I � BASE PLATE, PAINT ° ° �,' ' ���' ' �.� BLACK PROVIDE ° ° j,',����,' ,� �METAL FLASHING AT CHIMNEY � ,� , �; , � ,' R E V I S I O N S : CUTOUTS AT TOP AND a a SCREEN SILL �I � %, , BOTTOM FOR ACCESS ° ° ,' ��,' I , ' ' ° � ,',' 4" SANDSTONE CAP W/CLEFT ' � � ' � � � I ��� ,' � � ; �, REVISIONS TO PERMIT (I) 06.04.09 SANDSTONE CHIMNEY a a �� , ,i, EDGES, SLOPE 1/4"/FT MIN TO � � , �; ' , PERMIT ISSUE 04.24.09 CAP ABOVE DRAIN, TYP SANDSTONE STONE CAP �����,�, I �, � ' % ;� � BELOW ���, , 6" STONE VENEER 0/ BLDG � � ' � ' , / PAPER AND DRAINAGE MAT � ' . ' ' ' , BUILDING DETAILS � , � , , I , , , , , � � , � � - � � , � ' � � � ,'�� � , � � � 5 OVERFLOW SCUPPER DETAIL - CHIMNEY CAP DETAIL �� - � �� 3 - 1 - i-ii2�� = i�-o„ / ,�\ \ : r� ,� �.n �..� � � � � � a N 0 ^ � . � J 0 Q ^ � � Q o o� F— v� Z N _ � � . � W O J � V p� 1�-8° 2'-$" °C V GENERAL WINDOW NOTES Q . x 1 SEE PLAN AND/OR ELEVATION FOR z EGRESS AND TEMPER LOCATIONS � � J M m � � � W _ � i � O � WINDOW TYPE: WINDOW TYPE: W51 W81 � V Q • . � ADDITIONAL REVISED WINDOWS APRIL 08, 2009 .� 2 � v a� � • � � V � C 5'-0�� �_6�� 2�_��� 2�_6�� 1�_8�� z�_p�� 3�_p�� ' 2'-8�� 2�_8�� 2�_2�� 3�_8�� � � — ,- ���s� 0 00 - � ' ��� `io�� o - � � � � �i N �i - � N � � — -- — — -- V i � ., M M � _ M N — � M � M M �' � � � �� � KYLE H. � a .� E � ��� F� �� i3 ARG� WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: � WINDOW TYPE: WINDOW TYPE: � WI W2 W3 W4 W5 W6 W7 W8 - vv7 WIO ���� 1��-��� � '-10" 4'-8" 2'-0" 3'-8" 3'-0" 3'-0" '-3�� 3�_��� 2�_Z�� - � _ � -- - � - -- W � ao i oo �' '� � I a0 ' _ � W � � � � N - � -- p = 0 � M � � � M M � 0 � � � � O � I � Q O I�� � W .. I Q � J i � � � WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: � � W12 WI3 W14 W15 WI6 W17 W18 WI9 W21 � WINDOW TYPE: n Q YY LV VFY WIDTH W/ASSOC DOOR UNITS 2'-2" 4'-5" (XD , XD9, X 14) 3'-6" 3'-6" 3'-p" g�_6�� $�_6�� 5,_6„ �, 6„ P R 0 J E C T : DRAWN BY : SG � D A T E : 04.24.09 N � � � - �' i0�J0� �\ - � � �� o — REVISIONS : N � � - r-I N � � _ 1 _J � � m � � L - � _i --� REVISIONS TO PERMIT (I) 06.04.09 PERMIT ISSUE 04.24.09 WINDOW TYPES & SCHEDULE WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: WINDOW TYPE: W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 ' - 1 WINDOW TYPES 1/4" = 1'-0" - — — -- - - -_ - __ -- _ -� - - -_ , - _ � -_ � � - y ,,_- - ---- - ��� - � � - - �-���, � . " � ^ • �.n �. - .o �.r, — �o � � rr EXTERIOR DOOR SCHEDULE p ^ DOOR LOCATION DOOR PANELS GLAZING HINGE HARDWARE REMARKS • �, TYPE J O SIZE R O THICK- MAT'L HANDING MAT'L MAT'L TYPE* LEVER LOCK Q � O� NESS TYPE* TYPE � XD1 B-SIDE ENTRY (2 3'-0" x 8'-0" WOOD DBL, RH ACT TEMP GLASS FRONT ENTRY DOOR � � XD2 A-SIDE ENTRY 4'-0" x 8'-0" GLASS RH TEMP GLASS FRONT ENTRY DOOR z ^! XD3 B-SIDE OVHD GARAGE 1F3'-0" x 8'-0" WOOD OVHD TEMP GLASS = � . � XD4 A-SIDE OVHD GARAGE 9'-1" x 8'-6" WOOD OVHD TEMP GLASS .. , o XD5 A-SIDE OVHD GARAGE 9'-1" x 8'-6" WOOD OVHD TEMP GLASS � a XD6 A-SIDE ELEC CLOSET (2)2'-0" x 5'-0" WOOD DBL, RH ACT N/OOD LOUVERS TEMP GLASS VENTIL NEEDED FOR ELEC PANELS � XD7 A-SIDE GARAGE MAN 3'-0" x 7'-0" WOOD LH TEMP GLASS p XD8 B-SIDE GREAT ROOM 8'-6" x 8'-0" GLASS SLIDING TEMP GLASS •.Q• x XD9 B-SIDE GREAT ROOM 8'-6" x 8'-0" GLASS SLIDING TEMP GLA55 � XD10 B-SIDE DINING ROOM 3'-0" x 8'-0" GLASS LH TEMP GLASS O XD11 A-SIDE OFFICE 8'-0" x 7'-0" GLASS SLIDING TEMP GLASS � � XD12 A-SIDE BATH/HOTTUB 3'-0" x 7'-0" WOOD LH � W XD13 A-SIDE MASTER 10'-0" x 8'-0" GLASS SLIDING TEMP GLASS � XD14 A-SIDE GREAT ROOM 14'-10" x 8'-0" GLASS SLIDING TEMP GLASS � o XD15 A-SIDE HEARTH ROOM 6'-0" x 7'-0" GLASS SLIDING TEMP GLASS � � � v 2 EXTERIOR DOOR SCHEDULE Q . . � � � � � . � � _� `' � a 6'-0" 18'-0" 9�_1�� 3'-0" 3'-0" 6�� 6�� '-0�� 2�_6�� �_��� 8, 6„ $�_6�� 4'-0�� �_p�� 2�_6z�� 2, �„ Z�_62�� '-0' � �_2�� �� . , �� 1�_$�� � � 3'-0° M,,,,�"�,.`"'� � F ���°`� - q,_�„ „ Z, �„ Q _ ' � _ ��� � . - -' 2'-0�� 2�_p�� _ ` � � � � -' 6 ,-o„ 6„ �'' KYLE H. ° , � � - � N - O � O _ � � � � � _' - N 0 0 � � � N - � �� _ o , 1 o f%, �. � l�. 0o ao ao � � � •'' ` ' �.1 a� - o ° _ eo 00 � � � ^'� � i�.i o o _ � , � ' "' A -' �n v � o � ° _ . - N N _ _ / . EXTERIOR DOOR IYPE: xp� EXTERIOR DOOR TYPE: XD2 EXTERIOR DOOR TYPE� XD3 EXTERIOR DOOR TYPE• XD4 XD5 EXTERIOR DOOR TYPE• XD6 EXTERIOR DOOR TYPE: xD� EXTERIOR DOOR TYPE: Xp$ EXTERIOR DOOR TYPE� XD9 � � W � W � � � � � � 0 � J � Q � 3'-0" v 10'-0" 14'-10" � � • � 8'-0" 3'-0" � � J �� 2�_0�� �� � 6'-0" � 00 � 1 a � F� d- Vf Q o D , _ o � _ 1 �u 00 0 0 ° �I - ' � � � o0 0 � � � � � —__� �_ _ � P R 0 J E C T : DRAWN BY : SG D A T E : 04.24.09 EXTERIOR DOOR TYPE: Xp�o EXTERIOR DOOR TYPE: Xo�� EXTERIOR DOOR TYPE: Xo�2 EXTERIOR DOOR TYPE. XD13 EXTERIOR DOOR TYPE� XD14 EXTERIOR DOOR TYPE� XD15 REVISIONS : REVISIONS TO PERMIT (I) 06.04.09 ° PERMIT ISSUE 04.Z4.09 EXTERIOR DOOR TYPES & SCHEDULE 1 EXTERIOR DOOR TYPES 1/4" = 1'-0" w I � �� I I � I I � � Z—� I � � --- --� . � - - - - - = - - � - � j- - � r � �OUND�4TION NOT�S: ---�— - - --- — — ---- — - - ----- -- � _ , " � � N � I [100' I"] [I00'-O"]� [100'-I"] EO � I _ i j � i DATUM EL�VATION 100'-O" EQUALS 8564'-O" P�GTUA U S G S i � I 100-O - I j ELEVATION 14. ?�LL SITE WP�LLS NOT SHOWN ON THIS PLAN SHf+�LL BE BUILT PER � �� � � ' . ARGHITEGTUR?�L LANDSGAPE PLANS, DETAILS AND ELEVaTIONS � � � � � � � i � Z [XXX'-X"] INDIG�TES TOP OF FOUNDATION WALL ELE �TION. SITE W?.LLS SHALL NOT BE GONNEGTED TO THE BUILDINC� UNLE55 i i S�p � � � � i G�NG�� m i ; � i , NOTED OTHERWISE. � � I _____j � FOOTING ✓ (XXX'-X") INDIGATES TOP OF FOOTINC� ELEVP.TION. FOOTINE� I ; i �____ _ ______� -------- --------- ------ ------- - i � 8 STEP � I✓ RE SHEET 5303 �OR EMBED PL,4TE TYPES STEP � � „ � 4 GONTRAGTOR SHALL FOLLOW �4 L L R EQ U I R E M E NT S I S T E D I N S O I L S � � I � I � � � I j ' REPORT '-Im" i i4'_I" '-I I/2" I I/2" 6 2'-O"I I , 5 GONTRAGTOR SH�4LL PLP�GE (3)-#5 �RTIG�tLLY F LL HEIGHT OF I � I W?�LL f�T HIC�H SIDE OF ALL W/�LL STEPS HIC-�HER Hp.N 4'-O" IN i i � � � �,_0„ 5301 i i i i � ?.DDITION TO WALL REINFORGEMENT SHOWN OTHE ISE. 1 � I , „ I j ���ii �� 6 �LOOR EL��/?.TIONS SHOWN �4RE ,4T TOP OF SLA OR AT TOP OF i i � � � 100'-O" i i I 100-O i i ' L PLYWOOD FLOOR SHE?.THINE�. 1 � � TOP OF � � I � I TOP OF GONGRETE � j _ �Y f '7 FOOTIh1C� ELEV/�TIONS SFiOWN /�RE M,4XIMUMS J�N M,4Y NEED TO � I � I _. GONGRETE ^ I j ^ N `"'w �-'' BE LOWERED DUE TO SOIL GONDITIONS VERIFY H,4NC�E5 WITH � i i � i� � ; � Q i Di Ix i O � � O � a , STRUGTURAL ENGINEER � er j � i � � i i - � ,� ' ; 8 PL�4GE SLAB ON GRADE ON STRUGTURAL GOMP GTED P I LL OR N - �„ I i I � � � � � � � O � . ` N?�TURP.L GRADE ,45 OUTLINED IN SOILS REPORT 12'-O" 23'-5 I/2" 9'-O" i i 10'-3 I/2" j � i i aa 9'r i j � g � � i :_ G UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 5" GK � � � � G�N � i 5301 � � �~' ; WITH 6X6 WZ.I X W2 I WELD�D WIRE F/�BRIG. � � I q'_ I/ 13'-�" � I y „ I I I I ' I I �� � 10 PROVIDE GONTROL JOINTS OR GONSTRUGTION JOINTS P.S SHOWN I � I i j ON FOUND,4TION PLAN. M�XIMUM SIZE OF E?.GH P.REP. SH�LL NOT � � � � � � EXGEED 144 �T 2 g i i 5301 I � � 3Q EMBED i i 1 I i I � � EMBE PL?�TE B � Monroe & Newell II GONTRAGTOR TO GOORDIN?�'TE ALL DIMENSIONS AND DETAILS I I WITH �RGHITEGTURP.L DRJ�WINCS. 30 I i � i PLA B (51 .) � 1 � 303 I �`1-I-Q- 7�8' F oTING i i � �� Engineers, Inc. 12 GENTER FOOTINGS UNDER WJ�LLS ,4ND GOLUMNS UNLESS i 6" GONdRETE � i � S�P 100'-O' � FOO�'INC� I 3-6 DIMENSIONED oTHERWISE ON FOUND�TION PLAN 5 I " 10 I/2" STAIR� y,lqLL N i � i STEf� _ i i w�� _ Avon 13. 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I I I I I EMAIL avon monroe-newe com � - --------- -------------- ----- � --, � i � - - - -i - - --_ _ - � - - - - - - - - - Denver � I ° �- I � I I 1701 Wynkoop Street,Swte 200 � I Denver,Colorado 80202 1 � I (303)623-4927 _ I __ _ __ ___ __ ___ ___ _ _ __ � _ FAX(303)623-6602 � � � r � �aZ,_6„� � � � I � � Q EMAIL denver@monroe-newell com E BE � � � 1 P /�.TE B WP.LL j I � ii _ o s�P �------ --� Frisco � _ — — � I � � — o I — — — — I � I i � I — — — — I — — — 619 Main Street,Suite 7 Frisco,Colorado 80443 I 3'-II" � (970)668-3776 I I FAX(970)668-3789 j � I � I' S 3/ ' � � � � EMAIL fnsco@monroe-newell com I II I ---------, I � � � EMB�D j � i , � � s o � PLATE G � � � DO NOT B�GIQ�I LL l�l LLS � � I UNT I L M�I N L �/EL �L OR ¢p.qa RE�� I 3�—��� •.S i � '' � � � , , , SH��TH I NG � � D B,�S MENT O:�tis ,o••��"� i i �o�� ; i I SL,48 �4RE IN L�G� �rQ , �`:�'.�. i i i ;= 25T - - � � i � � i i � � � � i i - - - :'£r I . ,•� Pn I ° �" LA ON-GR,4DE I I � tR�r+7�� � � � WI 6 W2 I X WZ I � I r j i � WF i � � i i � � � � i i �„ i I I/Z" -2" �5 4X4Xi/4 i I �„ i � _ _ ____ __ OLUMN � � i � j �i i � 10'-2 I/Z�� i i 5 OI i � i i i i � i I I � _ s3oi i I �I 'i i � � i I i � � _ �OUN1�,4TION NOT�S: N � I I ! � I tV I Df�TUM ELEV?.TIOhI 100'-O" EQU�4L5 8564'-O" AGTU?.L U S G S � � \ I � L------ — ------J dJ j j i \ ELEV?.TION � 0 I i S XI i (gg�_q.��� i `' I , I i 3'-O" X 3'-O" X �10" � � i 2't " � I � 2. [XXX'-X"] INDIG?.TES TOP O� FOUNDP.TION WALL ELEVP.TION FOOTINC-� WITH � m i � P2 3 j I (3)-#5 E,4GH WP��Y � � J � � , „i , „ , „ i I � i i m 3 (XXX'-X") INDIGP�TES TOP OF FOOTINC ELEVATION � Q i- i � i 03 4-O X 7-O X I -z � i Q � � �_ 4. GONTRAGTOR SHALL FOLLOW ALL REQU I REMENTS L I STED I N 501 LS -� im � 8 � ��� �4T I�I'NE�H W,4Y i - -� i ^ REPORT. � � i- � � T O� TOP AND BOTTOM i i I � i 5. GONTR�GTOR SHALL PLP�GE (3)-#5 VERTIG?�LLY FULL HEIGFiT OF Q '� �- j � GONGRETE � � � WP�LL P.T FiIGFi SIDE OF P�LL Wf�LL STEPS HIGHER THf�N 4'-O" IN � � '-- i � � � � ADDITION TO WALL REINFORGEMENT SFiOWN OTHERWISE _J � � � � � I t * � � I'-O I/2" � �— O j � I 6 PL�WOOD FLOOR SHEATHING� �T TOP OF SL?.B OR AT TOP OF i I I I i i i � r i i i i i i 7 FOOTINC �LEV�4TION5 SHOWN �4RE MAXIMUMS ?.ND M,4Y NEED TO � � � � � I BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GH�NC�ES WITH � o � � I _ STRUGTURP.L ENGINEER Q � � � � I I m 8 PLP�GE SLL�B ON GR,4DE ON STRUGTURP�L GOMPL�GTED �ILL OR - j � j � �j�� 4 � � I � � � = NATUR,4L GRADE AS OUTLINED IN 501L5 R�PORT � � I j II I " EMBED I � i '-6" 3'-3 I/2" � / 5301 � �i UNLESS OTHERWISE NOTED - ALL SL.4B ON C�R?�DES ,4RE 5" THIGK � � � i I j = i y,�LL i i i WITH 6X6 W2 I X W2 I WELD�D WIR� FABRIG v i I � STEP P o 0 0 � � � W�-L 10. PRO�/IDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN � ♦ I �__ ___ __ _ _ _ _ _____ __ _ � ST�P ON FOUNDf�TION PLP.N. MP.XIMUM SIZE OF E/�GH ?.REA SHALL NOT � i i � i � i i i[qq'-10"] EXGEED 144 FT 2 � � , � m � �----- ----------- --� � � - — - � - j I II GONTR�GTOR TO GOORDIN?.TE ?�LL DIMENSIONS AND DETP.ILS � � C - � -t - - - _ - � - - - - WITH P�RGHITEGTUR�tL DR?�WINC-�S � � I I I I - � I N LI- ___ ____ _____ __ _ _T ' 3'-O" I � � 12 GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLE55 I i I��� � i N � i Q � DIMENSIONED OTHERWISE ON FOUNDf�TION PL?�N. � � � � � �`L�- � � � - ��� � � � �10° � � 53 I �3. RE�ER TO L�RGHITEGTURAL DRi�WINGS FOR ST?.IR FRfaMINC-� DET A I L S � `� FOOTING r' � i � �Ui I ��� , „ � � � AND LANDIN� SLAB ELEV�4TION5 1- STEP � j i (L Z I 10 3-O I � I i 14 ALL SITE W�LLS NOT SFiOWN ON THIS PLA.N SHALL BE BUILT PER i � I � � ��� I LL I j � ARGHITEGTURAL LANDSGP.P� PL/�.NS, DETAILS /�.ND ELEVP.TIONS - 5301 u I I i �__�P�__�88'-4") _ __ _ qq � "] _ � _ i i ��P SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDINC UNLESS ____� NOTED OTHERWISE L I i I �__ __� i i �0 i i 2�_p�� I i ___ __� 15. RE• SHEET 5303 FOR EMBED PLf�TE TYPES � � Date 12/09/08 D - - - - - _ - - _�_ - i �- - - ' ' � ' _ � [ioo� i"] [ioo�-o"]' [ioo�-i"] � ' �' i Drawn By AVN --� � 100'-O" ' � I j � I I � I � � TOP OF � I ; Checked By H$ � � STEP � � j � � GONGREtE m � I � � FOOTINC-� � I �---- - -------- --------- ----- ----- ------J I � FOOTINC-� Project No. 7S�E7 ------ - -- STEP � i � � I �� STEP I I � g � � ' � � � ; Revisions i � i ; '-Im�� � �4�_��� �-I I/2" I I/2" 6 � I 2-O � ' � 04/24/09 Permit Set � � ; � � ,_ „ s3oi � � i � i � o i ; i � i ioo�-o�� ' � 06/04/09 Revision to Permit Set � � I I I � I �_ �� I I I � I I � I 100 O TOP OF � � `' j i � TOP O� GONGRETE � i � � I � I ^ GONGRETE � I � ^ � 3 i i p �ti i i0 i i i 0 � � 0 � � � i � J D IN i � t i � � �� � �� N � �� � � �� � I � i � � � � � � i � N 12-O 23-5 I/z �i-O i i 10-3 I/2 � � i i �t�i �i i i � � g � i � i TOP i i 5301 i i j i j a'- I/ GON 13'-Z" � � i i i i � i � i i i � i � i i � � i i 8 i i 5301 i � i EMBE 3Q EMBED � i i � I PL�-� B � �. � O lb . � I I i 4,-4 7/8� B (51 J FG�OTING i � 303 � � � �� �� 6�� GONdRETE � j � I 100'-O' � �OO�TI NC� i I 3-6 � ��`I � �� I �I � �� �I � . 5 I 10 I/2 ST?.IR� WALL N i � � TOP O 5�� � i � �L _ � I i STE _ i i ° _ = i � --- -- - ------ -- - GONGf? -----t---� i � i � N �� _ �_ �� [114'-II"]� dJ dJ 0 [III'-O'] I � I N � [I10'-Z"] � N v4 - i o ---- -�_� � [Ilo ] --- --- ------ i �------ -� u1 � — — ---------- ------- -------- — ---- _, �_ �� �-- � � e � + 1 � � � � �������� 1 �< < , r `,.� �'„"'� � � � � � � �� � i 4. . : i I I I I I I i , � ��,, I I I I I I I � u q�� ,�, I I I I I I I Monroe & Newell i � , 3 i i , Engineers, Inc. 5301 Avon i i � 2 i i ■ i i P o BoX is9� 70 Benchmark Road,Suite 204 5301 Avon,Coloiado 81620 � � 7 2kN HOL � � � 5 OkN HOLD � � EMAIL avon �970)949-7768 DOWN FAX(970)949-4054 DOWN �a monroe-newell com UJOOD �i��4M f NC� NOTES: � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Denver I I � I I I 1701 WDe�eP,Colorado�8020� I ALL WOOD FRAM I NC-� JO I STS SH/�LL BE BG I/6000 TYPE JO I STS AS � M?.NU�AGTURED BY B015E GORPOR?.TION ALTERN,4TE5 (303)623-4927 6 SHALL H,�VE EQU?�L OR GREP.TER G/�Pi�GITY AND SHP.LL BE FAX(303)623-6602 � EMBE �4" BGI/�600 303 EMB � � � REVIEWED BY THE ENE�INEER OF REGORD EMAIL denver@monroe-newell com PLP�TE B �T I'-O' PL/� G 2 "�(L" INDIG,4TE5 �/ERS?.-L/�M BE�tMS, f�5 MANUFAGTURED BY BOISE 8'-10 3/4" - GORPOR,4TION AL'TERNP�TES SHP.LL H/�.VE THE SAME OR Frisco � WI�2X8-1 m � � � � C�REP.TER G,4Pf�GITY AS LISTED IN THE STRUGTURP.L GENER?�L 619 Main Street,Swte 7 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ —NQTFS_ _ Fnsco,Colorado 80443 ^ (970)663-3776 qq 7 3/4 > 3 � INDIGATES GOLUMN DOWN ONLY MULTIPLE 2X FRAMINC-� NOTED FAX(970)6C8-3789 I I ry� I I I ON PLP.NS EMAIL frisco@inonroe-newell com i m N f 7 2k�HOLD 4 � INDIG/�TES GOLUMN UP P.ND DOWN UNL�SS IT BEARS ON 5301 55 4X4 I/4 y� GONGRETE W?.LL OR FOOTINC� BELOW, OR IT IS LABEL�D UP ONLY 3� DO � P ONLY g � lT � � 5 < > INDIGATES TOP OF B�AM ELEV?�TION OR PLATE FiEIGHT ELEV?�TION uP ,,p�, O„ .G�S � 30 NLY ONLY � �`�;.•'�,S S�p'•��' i � i i i 6 ELEVP.TIO DIG/�TES TOP OF STRUGTURAL FLOOR SHE?.THINC-� v; � � i� 0:,�2 cr`:fi __________( )_I4" L _ ___ _________�3=14"_LV ________ -1 FiE,4DER5 SHALL BE (3)-ZX8 UNLESS h10TED OTFiERWISE f�LL �:� . _ ' - -- � _ _ _____________ ___ ________________ _________ HE?�DERS SH?.LL BE BUILT OUT TO ✓ V2" (3 I/2") WIDTH BY B�ARIN WALL O`�,/E i i BEARINC� WALL BOVE �ikN FiOLD � /�DD1NC� PLYWOOD SPL�GERS AS REQUIRED r 8 OkN HOLD o �' DOWN i i a�'-1O" �W� 8. /�LL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE �'" ' 8.0 N HOLD i i ��;;f � ; '"� � j: . i DO N i i PLYWO�D � � q. WOOD GOLUMNS SH�4LL BE GONTINUOUS FROM FLOOR r I SON i i � � TO �LOOR OR FLOOR TO ROOF TRIMMERS SHALL BE P�DDED TO H P�NC-�ER _ I' I /� '� 2'-O /4" HB ANGE NOTED GOLUMhI SIZES �45 REQUIRED s3pi , � � I � 10 �INDIG�tTES INTERIOR BEARINC-� Wf�LLS FLOOR .�OISTS �-� BE/�RING LOGATIONS SHALL LINE UP WITH STUDS BELOW ii8X2 i � i i i II. ALL EXTERIOR W?�LLS SH,4LL BE GONSTRUGTED USINC� 2X6 OR BIGGER W STUDS REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL I " BG I/6 D00 � � I�ORS SHORTER TH Ni�0'-O" DSTUDS SHA L�BE D PA E�1D I�4° > � i - I 4 i � � i i i FOR WALL SHORTER TH/�N 14 O AND TALLER THi�N 10 O � � i H S 4X4 I/4 � SI 5 i i �► G�LUMN 12 P.LL BEi�M/BEAM �ND BEAM/GOLUMN GONNEGTIONS SHALL B� � MIT414 ANGER 303 i MADE WITH SIMPSON STEEL PLP.TE GONNEGTORS UNLE55 NOTED Q i -r.�p, i � � i i i OTHERWISE. � - - - - 14" GI/6 O 13 RE• ?�RGHITEGTUR/�L DRAWINE�S FOR LOGATION �4ND SIZE OF Q 1 i i ?.T I'-4" � ROUGH OPENINC-�S IN WOOD STUD WALLS. � i i i i � � � 0 UP � 14 RE SHEET 5300 FOR C-�ENER,4L NOTES. 0 o n j � � ONLY � � HSS 4X4X1/4 4X4X1/4 tt � � I5. RE ARGHITEGTUR?�L DRAWINC�S FOR FiANDRAIL ?�ND ST,41R GOLUMN � P ONLY � �� � � � � i �R.4MING DETP.ILS Q m � , N r � � Q 16. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM 3 FLOOR TO FLOOR OR FLOOIZ TO ROO� (INGLUDINC� R/�KE WP�LLS). J —� � � � 3� ; ; � � � � . 2 � � ?� � I '-�i I " i � 12'-2 3/ " � Q i N i i i � I/4" dUSTOM � � � I �L��� � � X � � ���� I I �� �� �I � - \�, i � STEE SP�DD E EMB� 7�T �� _ �_ �� � Q � j j � PLA�� 1 r I/4 - I O � � S OI i j EMBED � O LY I I � � i � PL,4TE B _ � � � � � i i (3)-Ikl-" LVL m � � � i 8 7kN HOLD � � � - - - - - —� - " �/ - - - - -DOWN - - - ii i i � � 4 II.OkN HOLD 301 � > DOWN i i 2 �O �� AT �G�I./6000 � S GER � � � 5 OI . W � � �� J � �i4'-4" � 5301 i �Z I ' N_ � O� --- N X d' TOP F � � �� �� ,� � ,� N- PLYWOOD (�V (�V 8-1 kN HOLD i i i i �N i i i DOWN � _ _ _ _ � _ � _ _ _ _ �� _ _ _ _ _ Date 12/09/08 � � � � � i Drawn By AVN ioo�-o�� � � ; � b sL�B� � � Checked By HS � ssoi Project No. 7816 � � � � � ; � � � Revisions � � � � i � � i� 04/24/09 Permit Set � 06/04/09 Revision to Permit Set � � � � ; � � � � � � 3 , , ; ioo�-o° , , , ioo�-o�� � SLP.B F � � TOSL�aB � i i � i i i i i i i i i i i � i i i i � i � i i i � i i i � s � � � � , . , , � � � ; � � � - � , , � � � � � � i ,� i i �� _ i i 5✓�� yC 7 q�� � �, F/�STENER P.T FASTEi�l�R ,4NGHOR BOLTS f�.T 3X SILL PL�4T� - - - - - - - � � - -' '� - - - - - - ' �`I'� � - - - � � TYPE/SHEP�R Gf�P,4G I TY SH ATFi I NC� � • PANEL ED6E5 SPAGING FOUND�TION GONNEGTION TO POUNDATION 14/28 C�L '- ' ' " ' i i - „ „ � i i ._..1 i i NOTE TYPIGAL FLOOR Sl 225 LB/FT I�mm (O 4'1") OSB 16 C�4 STP�PLE IZOmm (4.7") I/2"� 3/4" � X 10" HILTI (5 5 X I I ) � � P�T 3'-O" KB-3 AT 3'-O° � i i • JOIST IS I4/20 C-�L � � � I � � � (5 5 X 7.�i ) ?�T 2-O �"" • I/2"� 3/4" � X 10" HILTI i � 14/2 C-�L N . UNLESS NOTED OTHERWISE S2 335 LB/FT 12m I(O 4'7") OSB 16 G,4 ST?�PLE '75mm (2.�i5") P.T 2'-O" KB-3 AT 3'-O" � � � i i �T 2�„`� ) �D � � � `� . S3 380 LB/FT IZm (0.4'7") OSB 3 Smm � X 65mm IOOmm (3 q") ��Z��� 3/4" � X 10" HILTI � � (8d N?�IL) ?.T I'-6" KB-3 AT 3'-O" i i i � /20 L i(5 5" X -1•G") i i , , ' 3 OkN V�RTIGf�4L i � � 3 5mm � X 65mm „ I/2"� 3/4" � X 10" HILTI HOLD DOWN � � • 12 qkN �LOOR g4 490 LB/PT 12mi (O 4"1") OSB (gd N?.IL) �1�mm �2 Q5 � �T I'-4" KB-3 f�T 3'-O" � � TO-FLOOR VERTIGAL ' HOLD DOWN STRf�P I ,4LL PLYWOOD Pf�.N�L EDE�E� SHALL BE BLOGKED BLOGKINC� SH?�LL MP.TGH THE STUDS �T ADJOININE� PAN�L EDE�ES � � � � � UP � � � * 2 FASTENER SP�GINC� �tT 30 �mm (12") OG ,4LONG INTERMEDI�TE FRaMINC� MEMBERS MP�XIMUM ��_ � �' i� ONL I �i����"'"""°"Z+�� 3 ST/�GE�ER ALL SFiEP�TH I NC� O I NT /�ND S I LL PLATE N,41 L I NC-� � r i i �Ux� i � pi i� i � i i � � 4 N?.ILS SH�4LL BE GOMMON R GP.LVP.NIZED BoX IN PLYWOOD SHEAR WL�LLS dJ= N �- � ip �y • • 5 ALL PLYWOOD P?�NELS SH LL BE ?�PA R/�TED �XPOSURE I SHEATtiINC-�, UNLESS NOTED OTHERWISE. ��� x � m UP � S� �'--�� .-� 6 EXTENT O� SFiEAR W?.LL D NOTED BY - • -• -• - 3 � i i � �i i_ i � i ONLY i � 7 I/2"� X 10" ?.NGHOR BOLT MAY BE REPLAGED WITH SIMPSON I/2"cD (X 4 I/2° EMBEDMENT) TITEN HD ANGHORS /�T EQUAL SPP�GINC� ' .. � � ° 8 SIMPSON HOLD-DOWNS SH- BE ?�S NOTED ON PLAN i i i � Oi i� i i i �����q„� I 9 51MPSON FLOOR TO FLOOR S SHALL BE ?5 NOTED ON f'LANS. � �� i UP 14/20�L I10'-�i" �T 2'-O" , � � '�t i i� ONL (5.5" X 7.�1") I I I I •12 I � �i I� I ,4T '-O" i PL�1^IOOD � I � �� � 3�k� VERTIG�L / I i 8 HOLD DOWN STR�.P i i j � i i � 3O � '-5 3/4��; � 2 �o�-o�� �z�-8 � . �� Monroe & Newell 303 I � � � i IZ 9kN �/ERTIG�L Engineers, Inc. i 6" GONdRETE � � � ✓ i " 10 I/2" STP.i � , HOLD DOWN STRAP i �MBED �MBED Avon � j PLftTE_�-3 (SIM.) PLP.TE B q � - P O Box 1597 � � � i RE: 53Q3 RE 530� 3O I N 70 BencAvonk Colo ado181620 I [I14'-II'] � � � [I10'-Z"] � (970)949-7768 FAX(970)949-4054 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ "_ � _ _�_ _ _ EMAIL avon�a monroe-newell com - � - - � ��� � _� a to5'-o`f74" � � d� a � N Denver � � 4 � 4 1701 Wynkoop Street,Suite 200 b i TOP OF i i ! i I a Q � N Denver,Colorado 80202 ONGRETE d d a � i� I � � FAX(303)623-6G02 I I Q Q d �� � Q� Q 3O ' EMAIL denver@monroe-newell com i i i v i 3 i a a � i i v N � a HOT 3O a ' �i Frisco a d � � � o a � � 619 Mam Street,Surte 7 _ ______ ______ �_}_ ___ _ � Frisco,Colorado 80443 � O - t✓ � C� I- ------- � � d d4 � Q j 4 � FAX(970)668-3789 � � 8�� STRUGTURAL � a d a � i d � i a a i EMAIL fnsco@monroe-newell com � SL/�.B i � i i 105'-7" a i d I a � °� Q _ 4 i i Ul - - --- i i b -� TOP O� � , � a a 10" TRUGTUFZ?.L � � ° � STRUGTUR?� � d � � c,�,.AB � � f�IOR LL P. V�s I Ia/IQ 30 � SLJ�B � a aQ � �� R (`7 5" X -i���� 1-IANC�ER d d � 8�� �l';.•''�$ P. � GOLUMN GONNEGTION - � � �a a I I I'-�" ° � 4 I (�O,�,E ��,� i i I i � � � d a i a TOP�OF 4 � � i 30 � - 4:,�'F. S•.��'•�`� 20/36 E�L ('7�i" X 14 2") 3O UP - i a � pSTR GTURaAL d i � �''J� �p y� 2�JT� 1i.•�. i i UP 106-O _ ------ ------ f a � �I � � � � i �� cQ � � a t d I - a d a � 3 � •� � 17/Ia GL (67" X 7.5") � a � � • i ?�T ✓'-O" � a 4a4 � •�t ,�,,�,ti L� ` � - - - - - - - - - - - - - - - - - - - I� 20 E�-L i i - - , - -i - - - �- -i�— -�e-- - - � i - i 12/24 CL - - - - - — SS 8X4X3/8 MOMENT FRA.M I6/28 C�L (6 3" X I I O") (5 5" X 7.4��) 3O - ---------a------- ---- --,�- --------------- ----------�-� --� (47" X 4.4") � ,4T 2'-O° �- � �_— __■ AT 2'-O�� i � I05'-a" 17/I�f E�L (6 7" -T S") ' � H55 8X4X3/8 H55 4X4XI/4 � TOP OF RE A GFiITEGT GOLUMN GOLUMN I PLYWOOD � F�S�EL E�/,4TION5 i --I6/z0 GL � 3" X 7 9") - -- . � � i i i � MBED � EXTERIOR LL ABOVE ( -14/20 (5 5" X 7 a" Z)-14/2 C-�L (5.5" X 7.a" � 30 PL�TE � � I I 8/20 GL I" X -1�i") i � � II'-8 3/I6" 15'-I 3/4" � � v i I I I I I'-3" � I � � i S� � � S� TOP OF .� I 20/20 O• � I i i - _ � ��a X -�a�� ST PLYWOO � � ° �f O I j GOLUMN I I � ti l� -� i � � � s -. �X u� i ,� � �v, f T-Q �; i �o � I I UP � �I � � 0� i m 14/�O GL � ONLY GOLU1�N 12/�4 GL � LD f � N I �� �� � �� �� 12/24 GL � UP ?�NIb • � �_ i x I AT 2 O"a ) m �2�-14/20 C-� 5 5 X 7�i AT '2 O 4'11) � i DOWN i (.�4T� 0��`�'��� i � S, Q (h � � , x 1 4/2 0 G L ^ � �� 3 � � ��p � � � � III'-3" � �5 5" X 7 q") x ' '� S� P OF 3 T Z�_O�� i _ i i i i i � � i I J J � �� i � I8/20 GL ('1.I" X '1.9" GL) O� TO E � �p 0� ABO P YWOOD � O I � Q 1-ISS 4X4X1/4 � O �� I �p �i i GOLUMN i UP � � � � (� ��p i 0 8/18 C�L " X 7") • ONL GOLUMN U � U � ��� O GL� � � -----�6/�20 GL (6 3" X 7 a" HSS 4X4XI 4 I N _ , � W Ia/Iq ; ,4T 2'-O° � -- - - GOLUMN D WN S� � Q � � � �1�" X -1✓") � j�j ' - ' - � o ' 24/24 GL �G 4" X 9 ") I � � - - - - - �O� � i - - - - �- +�"+- - - - - - - - - - - - - - - - - - - - - - - - • -• - - - -• - - - - - - I � _ _ _� I 4/20 GL i i i � � I � (5 5 X -I�i ) CJ 2 � � � I I - - � 14/20 C�L i AT 2'-O" � � � ls s" x 7 a°) � � � ' 171kN VE TIGAL � � (O�/2X ,��) � /�T 2'-O" 1 i � i i � HOLD DOWN STRAP i •— •— • —� — • — • — • — •— •— •— • —= — • —• —• I� S � � ry � GOLUMN � � , � � ry � � fi�iz���,Bi�IC,4T�D TIMB�� STRUGTU�� NOT�S: W r � � - -- �, S� � � � 12/24 GL� � � I. �FJ�BRIG�TED TIMBER STRUGTURE ABO�/E M�41N LEVEL SHALL BE � i � -- -- i � (4.7" X �i ") � SUP LIED BY MANUF�4GTURER EXTERIOR LL ?�BO�/E � - -� �c�V� 12/24 C�L � CJ� P.T 2'-O"� � � � I6/20 GL ( 3" X -1.�1") � i j`'i � (4-i" X �i 4") � i STUB I '� 2 SHG1P DRAW I NC�S SHALL BE SUPPL I ED BY THE MANUF,4GTURER AND � - - - - - - - ------ ------------- -- � i � �- - - - - - - - - - - AT 2'- �� - - - - - - - �1 -• W _ _SE �1LTH�GQNIS,�.�TnQ AR�HITEGT ?�ND STRUGTUR,4L �Z 4G�C� �L r (� " X -�.c{") X � - ��O � TFiE 'FOL OWI GRITEMS�BRIG/�TION. SHOP DR/�WINC-�S SH?�LL INGLUDE I8/ZO GL (�l I" X �1�i") � _ � I i I I �X� V i�• iROOP AND UPPER LEVEL FFZ4MING PLi�N SHOWING ALL MEMBER SIZES u� . • 2)-12/24 (47" X a 4" i �= I- N (BEP�MS, JOISTS, GOLUMNS, BE/�RINC-� W,4LL5) Date 12/09/08 HSS 8X4X3/8 � � � „ „ �,t� � B. SPEGIES ,4ND GRADE OF ,4LL WOOD MEMBERS � UP ONLY � -� • CJ� �Z)-12/24 GL (4-1 X �i.4 ) • _ G. PREF?�BRIG,4TED WP�LL ELEV,4TION5 I I � i � i i D. iROOF, FLOOR ?.ND WJ�LL ,455EMBLIES INGLUDING SHEATHINC-� �4ND Drawn By AVN T- S� ' ' r GONNEGTI ONS � I � 14/20 C-�L (5 5" X ") I � � E. ELEVP.TIONS OF ?�LL BEP.MS. � i 17/I�i GL ' � �T 2'-O" ' � ' X F GONNEGTOR SPEGIFIG?.TIONS. Checked By HS (6-1" X�-15") I � I � i � i i °_ C�. ifaLL HEf�V1' TIMBER GONNEGTIONS �.T ✓-O ry I � � 3 DE�IGN AND SUPPLY OF ALL PREFABRIGi�TED BEARINC� GONNEGTORS TO THE Project No. 7816 M/�IN LEVEL, INGLUDINC� HOLD-DOWNS, SHL�LL BE THE RESPONSIBILITY OF THE 2 /Z4 C�L (-1.q" X q.4") � II i GpBNI � � i O PREF.4BRIGATED STRUGTURE DESIC�NER R@VISIOIIS J _ - - - - - - - - - - - - . - • • - • - • - • -• - • - - - • - • - • - • - • - •- •- • - • - - - - - - - - - - � - , , _, _ ,_ , _ _ _ N 4 RE SHEET 5300 FOR C-�EN�RA_�OTES � � � �0 � _ � BE 04/24/09 Permit Set - S b �OR GLU LAM MEMBERS SH LL ,4 INIMUM /�LLOW?�BLE BENDING STRES F i i i � M . ,� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 30 OPSI TENSION AND GOMPRESSION SIDES) iq�a ,�� ia�ia ia�ia — - - � 06/04/09 Revision to Permit Set � �1 ) h.5 X '7 ) (7� X �� ) CJ� � 6. GLU LJ�M MEMBER SIZES ?�RE SHOWN IN BOTH METRIG (cm) A�ND SI (In) UNITS ON P Al� GOLU N GOLUMN I-1/IG GL GOLUMN � S, O � � � � � 1 �6.-� x 7� � AT 5'-O" i i �- 20/36 GL (7.�i" X 14 2") i i i 18/20 C-�L i i i ('1 I" X 7.9") P.T ✓'-O" i i i 18/�O C-�L (-1 I" X -1�I" PP��GIA BEAM � 12'-O" � 23'-5 I/�" G'-O" i 10'-3 I/2" i -1'-II I/2" i 10'-5 I/z" � � 7'-G° � . 1 2 3 � � � � � � 1� �J � � � � . �I`� � 1� � � �� � � ��� f 1�� �� �1� - N ��4�� _ ��-o„ I � � � l���l� .�'7�--��,4�' 1.U,4�� SC�--��l�l,��� ��! F,45TENER AT FASTENER ,4NGFiOR BOLTS �.T 3X 51LL PLATE --r� � TYPE/SHEAR GP�PP.GITY SHEATHINC� P,4NEL EDGES SP,4GINC-� FOUNDATION GONNEGTION TO �OUNDATION �j � � 8 � �Q, Sl Z25 LB/FT 12mm (0.4'7") OSB 16 Gfa. STP.PLE IZOmm (4�1") ����,� �� 3/4" d� X 10"�HILTI �4T 3 O KB-3 AT 3 O S2 335 LB/FT 12mm (0.4"1") OSB I6 GA. STAPLE 'ISmm (2.95") ��2��� 3/4" � X 10" HILTI � � i � � � � ?.T z'-O" KB-3 AT 3'-O" ° , I/2°� 3/4" � X 10" HILTI ,, � S3 380 LS/FT Izmm (0.47") OSB (8d NAIL) mm IOOmm (3.9") p�T I'-6" KB-3 /�T 3'-O" � � � i i � � 3 5mm � X 65mm „ I/Z"� 3/4" � X 10" HILTI + � � � _ S� 4Q0 LB/FT IZmm (0.47") OSB (8d NP�IL) ��mm ��'a� � �4T I'-4" KB-3 AT 3'-O" "�� _�°°"�` � i i i i i i i I ALL PLYWOOD PANEL EDC-�ES SHALL BE BLOGKED. BLOGKING SHP.LL M?�TGH THE STUDS p.T ADJOININ6 PANEL EDGES I�i/la Iq/Iq � 2 F�STENER SP/�GINC-� AT 300mm (IZ") O G. P.LONC-� INTERMEDIATE FRAMINC-� MEMBERS MAXIMUM ��" X 7�") ("15" X "15") � ` 3 ST��GER ALL SFiEfaTHINC� JOINT AND SILL PLATE N?�ILING i GOLUMN i i i i GOLUMN i ` � � 4 NAILS SHALL BE GOMMON OR E�/�LV,4NIZED BOX IN PLYWOOD SHE/�R W/�LLS � 20/36 C-�L (1�i" X 14 2" GL) �- ' , 5 P�LL PLYWOOD P,4NEL5 SH?.LL BE /�PA R?.TED EXPOSURE I SHE?.THING, UNLESS NOTED OTHERWISE ' i i = i i i 6. EXTENT OF SHE/�R W�4LL DENOTED BY - • - •- •- 6. � 7 I/Z"� X 10" P�NGHOR BOLTS M,4Y BE REPL/�GED WITH SIMPSON I/2"� (X 4 I/2" EMBEDMENT) TITEN HD ANGHORS AT EQU?.L SP?.GING. � x , � `� ' 8 SIMPSON HOLD-DOWNS SH/�LL BE .45 NOTED ON PLP�N I S2 � - � � � � � , , _ 9 SIMPSON FLOOR TO FLOOR STR?.PS SH�4LL BE PS NOTED ON PLANS � �� � � - - - - I - - - - - - - - - - - - - - - - - - - i - - - - - � AT2�-0L (��" X �a"1 � CJ2 Monroe & Newell � I { ' � � � � � Engineers, Inc. I UP ON Y � Avon � I X � I 1^l/S.LL �BO�(E � � � � P o Box 1597 � — — — • ---- -----------o— --- -- ----------- ------ - — — — — — — — — — 70 Ben Avo Road Suite 204 chmazk , � n,ColoLado 81620 (970)949-7768 �'i�E�,48RIC,4TED TIMS�i� STi�UCTUi�E NOT�S: , j X , , , , FAX(970)949-4054 '-II I/8" 5'-II 5/8" '-6 /8" EMAIL avon inonroe-newell com I PREF/�BRIGAT�D TIMBER STRUGTURE ABOVE MP�IN LE�/EL SH/�LL BE SUPPLIED BY MA�NU�AGTURER ' HSS 4X4X1/4 � � Denver 2 SFiOP DRAWINGS SHL�LL BE SUPPLIED BY TH� MP�NUF/�GTURER AND � GOLUMN � 14/20 C�L (✓✓" X �l.�f") '�J� ' P�T 2'-O" 1701 Wynkoop Street,Stute 200 REVIEWED BY THE GONTRP�GTOR, ?�RGHITEGT AND STRUGTUR,4L � Denver,Colorado 80202 ENGINEER PRIOR TO Fi�BRIGATION. SHOP DR�WINGS SHALL IhIGLUDE I-� a (303)623-4927 FAX(303)623-6602 THE POLLOWINC� ITEMS � � � S� � S� � � EMAIL denver@monroe-newell com i� ROOP AND UPPER LEVEL �RfaMINC� PLP�N SHOWINC� ?.LL MEMBER SIZES O O {6-1" X "i ") TYP (BEAMS, JOISTS, GOLUMNS, BE?.RINC� WALLS). � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � B. SPEGIES AND GRADE OF ,4LL WOOD MEMBERS • .� G. PR�F/�BRIGP.TED W/�LL ELEV/�TIONS. � � � � cJ2 � � Frisco D. ROOF, �LOOR P.ND WP�LL f�SSEMBLIES INGLUDINC� SHEA.THINC� f�ND l� 619 Mam Street Siute 7 GONNEGTI ONS I I Frisco,Colorado 80443 E ELEV?.TIONS OF ,4LL BEftMS • • F. GONNEGTOR SPEGI�IG,4TION5. I I ' � I I (970)663-3776 � EMAIL fnsco FAX(970)668-3789 G /�LL HEA�('r' TIMBER GONNEGTIONS. �nonroe-newell com X 3 DESIC-�N f�ND SUPPLY OF ?�LL PREF,4BRIG,4TED BEARINC-� GONN�GTORS TO THE I � MAIN LEVEL, INGLUDING HOLD-DOWNS, SH,4LL BE THE RESPONSIBILITY OF THE i i i ; L i i ' PRE�ABRIG�T�D STRUGTURE DESIGNER ,� 20 7kN FLOOR R IV TO-FLOOR �/ERTIG L „p.L�S•P.G�S' 4 RE SHEET 5300 FOR C�ENER/�L NOTES I10'-�i" � ••.,.�'� '1.'IkN �LOO I i HOLD DOWN STRA i Q`<.�� TO-FLOOR STR?.P � �T20 �L (5 5"i X -1�i") TOP OP � Q:�. 'S��:"� � 3000PSIr(ENS�ON AND G OMPRE SIONSSIDES)OR C�LU-L?.M MEMBERS SH,4LL BE � �� PLYWOOD 0 u. _ 6 C-�LU-LAM MEMBER 51ZE5 ARE SHOWN IN BOTH METRIG (cm) ?.ND SI (in) UNITS ON PLANS HSS 4X4X1/4 i I HSS 8X4 3/ i Fi 5 4X4X1/4 i s r � ' . t �. GO UMN DOWN � P-61d�Y G LU M N , � � 0 0 14�20 C�L (5 5" X �1 q") � I�i/I�i .... ' � P. 2'-O�� `�^-��, . i -- - � W 2�-- - i i ' i �15" X -15") i �Y f i I GOLUMN '''"�� _ � i i i i i i I � _ I I � � LJ � i i i � i i 18 O G � -- ' X II 8" L) � S1� � " � � � � � � � � � S2 � � I - STONE � • -1.-1 N PLOOR � � ABO�(E � � � � � � T -FLOOR STRAP ,'� ° i � � � m � � II ' � � J � ! „ ' I � G-s�T V � � � � � TEE� i4 Q E � � � L ' � � � � � I6/28 GL � 14/�O C�L � � � Q 3" X II O" (5 5" X 7 q") . C ' - - • - - • - - - - - �-• - - - -• � - - - - - - _• � O ° i i t� �ts' _ - . i � s2 �r- , ;_ �U,-o �o , � �X� � �r �xN � in 03 � Q � i dJ�N i i �n c�V� ,i i i � �� i ��� O LY j ix ��Q � �0. � 7 8kN �LOOR � � � � im � S2 TO-FLOOR VERTIG�4L � i � �D � O i HOLD DOWN STRAP U =� > W N I '� � S I I � r ♦ � d- � � � i� c�l _ �� � � �5/5 ycG 4") � - - - - - � - •-� - •�- - - - - . �L� � - - - - - � � p 14/28 GL � � � (✓✓" X I I") � � � � � � � NOTE TYPIG/�L FLOOR � � . JOIST IS I4/ZO C-�L � 1 � i 0 � �5 5" X '7.a") P�T Z'-O�� i i 14/2 GL (V UNLESS NOTED OTHERWISE ' 1 �_ > i i i � � �5 5" iX "1 q") � i i � I..I�i � i � P.T 2'-O" _ I i i i �' /�O L i�5 5" X 7 a"� i i � 3 OkN VERTIGAL � � � HOLD DOWN � j • 12.�ikN FLOOR I TO-FLOOR �/ERTIGAL � I I � i UP � i I HOLD DOWN STRP�P _ � i �,� ONL � J r= � �� ;� I Date 12/09/08 i i l�X� i - Oi �� i � i i � �_ N � , �� � . Drawn By AVN ���- - m - I � � ��'4 , X �, ;_ , � � ONLY � ' S� Checked By HS 3 �, _ � m tY� �� 14/20 GL � Project No. 7816 i i i i � Oi iJ i i � �� � (5 5" X 7.q") � � �j �� ��' 14/20 C-� I10-�i /�T 2'-O" • R@VIS1011S 12 � �i i� ONL (5 5",X''1 q"� � � X� i ,4T Z'-O" T�P OF , � � � � W i �� � � PLY�oo� � 04/24/09 Perm it Set ' , . 3 k VERTIGAL � 06/04/09 Revision to Permit Set � i 8 HOLD DOWN STRAP i i i i i i � ii 30 � '-5 3/4"i � 10'-O" 12'-8 I " i 6" GONdRETE 303 i i i i i ' 12 akN VERTIG?�L I � FiOLD DOWN STRAP 5 I " 10 I/z" STAI � i EMBED EMBED � i i PLATE_� (SIM.) PLATE B q � - i i i i RE 53Q3 RE• 530� 30 � � [114'-II'] i � [I10'-z"] � � - - - - - - � - - - - - - � - - - - - - - - - - - - - - - - - -_ - - - - - i - ���" —� � _ _ v--- i i a 105'-O�/4" d� d i a � ,� f�_V � � i TOP OF i � i ! � � Q (V OAGRETE d i ' � a I � � - i i a Q � � ��� v a� a 1 30 - � � � � � 1�� f � �� � ��� f l�l� �� �1�1 � � � a � 3 � a a ; � � a � � 30 a i + a HOT � � ' N v4�� = i�-o�� � � ° a � � o a � _ � � � � � N ------ ------ i—�— --- ------- a � a p � � i � o _ Q � -- ad a� a � ; , � �� I I I I I� 1 I 1 �� � X I F � UJOOD 5+��,4i� UJ�LL SCN�DUL� � � S2 I � � N � � � � � ! � � F?.STENER ?�T FAST�NER ,4NGHOR BOLTS �4T 3X SILL PLATE i TYP�/SHEAR GAP?.GITY SHE,4THING i i i i I � i � '� i � i , P?�NEL EDGES SPL�GING FOUNDATION GONNEGTION TO FOUNDATION i . � � � � ' S1 225 LB/FT 12mm (O 4'7") OSB I6 C�f�4 STAPLE 120mm (4'1") ��2��� 3/4" � X 10" HILTI , AT 3'-O" KB-3 AT 3'-O" i � . i i i� i i i S2 335 LB/FT IZmm (O 47") OSB I6 C�,4 STAPLE 75mm (�GS") I/�"� 3/4" � X 10" HILTI � — I P.T 2'-O" KB-3 AT 3'-O" i I, � � � � S3 � � 3.Smm � X 65mm „ I/2"� 3/4" � X 10" HILTI i m m I S3 380 LB/FT 12mm (0.47") OSB IOOmm (3.Q ) , „ , „ � � �i i � � � � � (8d NJ�IL) �4T I -6 KB-3 AT 3-O i - - 6 3 ) � �� I/2"� 3/4" � X 10" HILTI � S2 � 14/18 (5 X �1 I ) p`T ��-��� � ' S� 4q0 LB/�T IZmm (O 4'1") OSB 3 5mm � X 65mm 7�mm (��i5") i " " (8d N,41L) P�T I'-4" KB-3 AT 3'-O" i i ii � � fi�T 2'-O°� � '� � � ��c�a�-� :�---���: I P�LL PLYWOOD Pp.NEL EDC�ES SHf�LL BE BLOGK�D. BLOGKINC� SHALL M?.TGH TFiE STUDS ?.T ADJOININC� P�NEL EDGES i • � 2 F�45TENER SPAG I NG p.T 300mm (I 2") O G �4LONG I NTERMED 1,4TE FR,4M I NG MEMBERS M?�X I MUM i � STUB 3 i i i� I i i i GOLUMN 3 ST?.GC�ER ALL SHEATH I NG JO I NT /S.ND 51 LL PL,4TE NA I L I NC� i , � ^ �' f 4 N?.ILS SH�4LL BE GOMMON OR C�ALVANIZED BOX IN PLYWOOD SHEAR WALLS � 4 IZ � `�-. .-�' 5 ALL PLYWOOD P/�NELS SHALL BE APA R�TED EXPOSURE I SHE?�THING, UNLESS NOTED OTHERWISE i i i ii � i i20/40 C�IT ~ _ r 6 EXTENT OF SH�?.R W�4LL DENOTED BY — • — • —• — i �p U1 -� o ("7 " X I'7 3" L) -y U1 7 I/2"� X 10" ANGHOR BOLTS M?.Y BE R�PL/�.GED WITH SIMPSON I/2"� (X 4 I/2" EMBEDMENT) TITEN HD ANGHORS AT EQU�L SP?�GING i � �j J � � � � � � x 8 SIMPSON HOLD-DOWNS SHALL BE ,45 NOTED ON PLAN � � � �i � 'i � l� �- � � � � °_ 1 -' �1. SIMPSON FLOOR TO FLOOR STRP�PS SH?�LL BE ?.S NOTED ON PL?�NS i O � � r � � ' �� , � � - 0 � , . , i i i I i i cp x � i i � X � ��� � i I � � � , ' ' ', i ' ' ' � Monroe & Newell i S2 � S3 Engineers, Inc. � I I �; I � e I Avon P O Box 1597 70 Benchmark Road,Su1te 204 � - - - - - - - - - - - — Avon,Coloiado 81620 � � (970)949-7768 I I S� � FAX(970)949-4054 � � EMAIL avon@monroe-newell com i i i i i � i i � i Denver I I S B X 4 12 X 1701 Wynkoop Street,Suite 200 G LU N I I I - I I —� - I Denver,Colorado 80202 _ _ (303)623-4927 J J 4 12 � EMAIL denve FAX(303)623-6602 i i l� I 24 C�L C1 I" q 4" C�L) i i � i i � i r@monroe-newell com � 14/I6 GL (5 5" X 6 3") _ I � Frisco N � i i AT 2'-O" X -h � � 619 Main Street,Swte 7 -F4 16 GL Fnsco,Colorado 80443 i - —� � (✓✓" X 6 3" T 2'-O" � I � i i � S1 � I (970)668-3776 — — — — — — FAX(970)668-3789 � r - - - EMAIL frisco@monroe-newell com I I � i � �? 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Q X 4 �2 _ _ t- i � _ i i i i 18/44 GL (�1 I" X 17 3" C-�L) H I GH � O i ��i � .r � ~ � � u � i� J ' J --�• � � v� � � � � � � � � � J Q �I s-rvB � sTU � � s-ruB s-ruB = � , Ni � � GOLUMN dJ GOL MN d� cQ GOLUMN � GOLUMN X � � � i i i i i i = Q � �; _ _ - U � - - - - - - - - - ---_I � ZO/ 4 GL h�i�� 3�� GL� - - - - - - - - - - - - _ _. _. - - - - — > � S1 14/2o GL ( 5" X 7.G" GL) • i i GOLUMN . r. —. . � AT Z6.�" � � � � . � � S3 � I � ------------ � � � ❑ � � ' � " �- -� I � �f � 18/44 G ('7.I" X I'7.3" L) i � � � � i � � � i N dJ 18/18 (`1 I" '7 I") � - �----- � i �I X GOLUMN i S� S) ^ M � .O Q rV r i �� � /�TI27'C'�Li�S I/�" X 7.1") i� i � S2 i � L----J , � 14 L OVERF ME � r o � • � � � - - - - - - �� � - - - - - - - - - - - - - -� - - - ° STUB i _ � - STU - - I - - - - - — � 6�L-lJ�1Al— - �9L , S� I � � �� i���,4�C,�4T�D tIMS�i� ST�UCtU E NOT�S: O � � � 18/44 G (7 I" X 17 3" � L) � ° � Fi�4 BE 2 PREFf�B�IG?�TED TIMBER STRUGTURE ?�BO�(E Mf�IN LEVEL S LL I i . �o SUPPLIE BY M�NUFAGTURER. i 30 RFRAME � r m�Q i I � � � � � SHOP Di�?.WINC�S SHALL BE SUPPLIED BY THE MANUPAGTURER P�ND Date 12/09/08 � X[Y HSS 8X4X 8 � i I N REVIE D BY THE GONTRJ�GTOR, ,4RGHITEGT /�ND STRUGTUR?.L � i X� GOLUMN _ i i X I ENC-�INEE PRIOFZ TO F,4BRIG�TION SHOP DR?.WINGS SFiALL INGLUDE y THE FOL OWING ITEMS. Drawn B AVN STU STUB m i S1 , i i ���„ x � �„ � �4 ROdF AND UPP�R LEVEL FRAMINC� PLAN SHOWING p.LL MEMBER SIZES N W GOL MN GOLUMN T- i � Nr --- (B�f�MS, JOISTS, GOLUMNS, BE/4RING WALLS) Checked 6 HS i =0 x i i 14/18 GL (5 I/2" X 7.1") �i i B 5PE¢IES AND GR?.DE OF ,4LL WOOD MEMBERS Y �� G. PREI�ABRIGATED WALL ELEVP.TIONS � 16/20 C� I I /20 C-�L ' � AT �� � � � � D ROdF, FLOOR AND WALL F�SSEMBLIES INGLUDINE� SHEfaTHING �ND Project No. 7S'I E� J i � _ _ GON EGTIONS _ _ _ - - - - - - i - - - - - - i . —. —. —. -- (6.3" X -1�i" L) (6 " X 7�i" GL) - . —. —. —. - - L - • - - - - - - - \� � 18/36 C-�L C1 " X 14 2" F GON A-��BE�15- �p O O I i � � � EGTOR SPEG G TIONS R@VISI011S � i - - - - - - _ - _ S2 _ - - - _ - - - S2 _ - _ i _ — — - - — — — - _ _ i _ - i - C� f4LL�HE?�VY TIMBER GONNEGTIONS _ _ - � - � � i ' S� 18/44 C�L (1.1" X I 3") DESIGN �ND SUPPLY OF ,4LL PREFABRIGATED BE�4RINC-� GONNEGTORS TO THE 04/24/09 Permit Set � � HSS 4X4X 8 - � � S� � � M,41N LE`VEL, INGLUDING HOLD-DOWNS, SHP.LL B� THE RESPONSIBILITY OF TFiE GOLUMN i � � � � � PREF�4B�ZIGP�TED STRUGTURE DESIGNER. i I i RE• SHE�T 5300 FOR C�ENER?�L NOTES 06/04/09 Revision to Permit Set � ❑ � � A MINIMUM ?�LLOWP�BLE BENDINE� STRESS, Pb FOR C-�LU-L,4M MEMBERS SHALL BE 3000P51 (TENSION AND GOMPRESSION SIDES) i i . CLU-L?� M�MBER SIZES /�RE SHOWN IN BOTH METRIG (cm) LaND SI (In) UNITS ON PLANS. i � Iz'-O" � 23'-5 I/2" �i'-O" i 10'-3 I/2" i -1'-II I/2" i 10'-� I/Z" i I �1'-q" I 1 2 3 � � � °1 8 � 1� � 5 � � 3 � �0 0� � ��� f 1�1� �� �l�l � N ��4�� _ ��-o�, ,� !) � UJOOD 5��,4� UJ,4LL SC��DUL� � ' � F?.STENER AT FASTENER P.NGHOR BOLTS AT 3X 51LL PLATE � � TYPE/SHE?.R G/�PAGITY SHEP.THINC-� PANEL EDGES SP,4GING FOUND?.TION GONNEGTION TO �OUNDATION ' S1 Z25 LB/FT IZmm (0.47") OSB 16 C?.. STP�PLE 120mm (4.'7") I/2"� 3/4" � X 10" HILTI ,4T 3'-O" KB-3 AT 3'-O" S2 335 LB/PT 12mm (O 47") OSB I6 GJ� STAPLE '75mm (2 a5") ��2��� 3/4" � X 10" HILTI AT 2'-O" KB-3 AT 3'-O" . I/2"� 3/4" � X 10" HILTI � � � � � � ,� � I S3 380 LB/FT 12mm (O 4'7") OSB 3.5mm � X 65mm IOOmm (3 a") � (8d NP�IL) AT I'-6" KB-3 AT 3'-O" gq. 4�i0 LB/PT I�mm (O 4'i") OSB ��mm 4� X 65mm 7�mm (2 Q5") I/Z"� 3/4" � X 10" HILTI " (8d N,41L) ?�T I'-4" KB-3 ftiT 3'-O" � � � � � � I. �.LL PLYWOOD P?�N�L EDGES SHP.LL BE BLOGKED. BLOGKING SHJ�LL MATGH THE STUDS f�T AD.101NINC-� P?�NEL EDC-�ES. ��"���� Z FP.STENER SPP�GING P�T 300mm (12") O.G. ALONG INT�RMEDIf4TE FR�.MINC MEMBERS MAXIMUM i � � � � � � '�I .` � 3 STAC�C�ER ALL SHEP�THING JOINT /�ND SILL PL?.TE Ni�ILINC�. I I 4 NP.ILS SHALL BE GOMMON OR G?�L�/,4NIZED BOX IN PLYWOOD SHE?.R W/�LLS �` � i i i i i i i , �� ✓ ?.LL PLYWOOD PANELS SHALL BE APA RP.TED EXPOSURE I SHE,4THINC-�, UNLE55 NOTED OTHERWISE. ` � 6 EXTENT OP SHEP.R W?�LL DENOTED BY — • — • — ' — I 7 I/2"� X 10" �tNGHOR BOLTS MAY BE REPLAGED WITH SIMPSON I/2"� (X 4 I/2" EMBEDMENT) TITEN FiD P�NGFfORS AT EQUAL SP?.GINC� i _ i ' 8 SIMPSON HOLD-DOWNS SHi�LL BE AS NOTED ON PL�4N , '�t �`,-' , a. SIMPSON FLOOR TO FLOOR STR�4P5 SHALL BE /�S NOTED ON PLANS i i i � � � 180 X 180mm 180 X I mm �� � �� �� �� �� i GOLU N I ) � � � GOLU I � Monroe & Newell � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - Engineers, Inc. � � � � � ' �������(C�,T�D TIMS�i� STi�UCTUi�E NOT�S: ' 4 von � o I PREPf�BRIGATED TIMBER STRUGTURE ?�BOVE MAIN LEVEL SH?�LL BE � i STWB � S-NB � � � P O Box 5 SUPPLIED BY M.4NUF?�GTURER. i 70 Benchmazk Road,Suite 204 G UMN GOLUMN Avon,Coloiado 81620 '-I I I/8" �{' 6" FAX(97 j 949-4054 2. SHOP DRAWINC�S SHALL BE SUPPLIED BY THE M/�NUFAGTURER P.ND REVIEWED BY THE GONTRAGTOR, P�RGHITEGT /�ND STRUGTURAL ' � - � - - - � - - - - - EMAIL avon@monroe-newe com ENGINEER PRIOR TO F�BRIG?�TION. SFiOP DR/�WINC�S SH/�LL INGLUDE � _ _ _ _ � Fi55 8X� XI/2 I6/30 C-�L� _ � THE FOLLOWING ITEMS � P� ROOF P�ND UPPER LE�/EL FRP�MING PLP.N SHOWING F.LL MEMBER SIZES �t�1�tE RP�1�I� Denver (BEP�MS, JOISTS, GOLUMNS, BEP�RING WALLS). ' � � � � � 1701 Wynkoop Street,Suite 200 B SP�GIES ?�ND GRf�DE OF .4LL WOOD MEMBERS. Denver,Colorado 80202 G PREF?.BRIGATED W�LL ELE�(P�TIONS. HSS BX�FX1/� (303)623-4927 D ROOF, FLOOR P�ND WL�LL f�SSEMBLIES INGLUDINC� SHEP�THINC� ?�ND GOLUMN J I'AX(303)623-6602 GONNEGTIONS - EMAIL denver@inonroe-newell com � �'i I I � I I E ELE1(ATIONS OF ,4LL SE�.MS. F GONNEGTOR SPEGIFIGf�TIONS � J � � � C ALL HEP�VY TIMBER GONNEGTIONS � � Frisco IU lu � r � 619 Main Street,Suite 7 I � I � � _ I -� _ I --� _ x � � 3 DESIC�N AND SUPPLY OF �4LL PREF?�BRIG?�TED BEARINC-� GONNEGTORS TO THE l� - l� m l� m l� � _ l� m Fnsco Colorado 80443 MP�IN LEVEL, INGLUDING HOLD-DOWNS, SHALL BE THE RESPONSIBILITY OP THE � � � �- �- � � r in_ � T- (970)668-3776 PREF,4BRIGATED STRUGTURE DESIC-�NER �� d. FAX(970)6C8-3789 �� I X � X � � X � � X O � �' X EMAIL frisco a inonroe-newell com 4 RE SH�ET 5300 FOR C�ENERAL NOTES _ N I I 5 A MINIMUM f�4LLOWABLE BENDINC� STRESS Fb FOR GLU-Lf�M MEMBERS SHALL BE �� L 4 12 � �C �� � 3000P51 (TENSION AND GOMPRESSION SIDES). � 0�I � � � � N� �Q'-P:�g�P.S' '`�C, 6 C�LU-LP�M MEMBER SIZES P�RE SHOWN IN BOTH METRIG (cm) AND SI (fn) UNITS ON PLANS. d',� - �:�'c�` �'=J'� i i i i i O;c .t`t't I 4 12 U;z 257� : '�3 —� 3 ' i i i � �� � 30 � ��'� }_�''� I � �` . HSS 8X4 3/8 S, � GOLUMN i STUB i STUB � i � GOLUMN GOLUMN i S4 I � . • ------- T FRA E _KNE _YJ?.LL ___ 20/ 4 GL __ ____�______ . 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I I 30 i � � � i i 3 � i 3 � Avon � � 3O � P O Box 1597 I � o � 70 Benchmark Road,Suite 204 I I I I � I Avon,Coloiado 81620 (970)949-7768 N I � ,I O Z FAX<970)949-4054 \ � 0 z EMAIL avon@monroe-newell com I A � __ �, z _ I I i � � � � ' a � 3� Denver � i � �-6�� a�_��� �_��� q�_��� ��_6�� � — — w— ---- -------� — -� I 1 y oop treet, uite 2 Denver,Colorado 80202 i i i i i i <I I I'-6" o (303)623-4927 I I 6 � FAX(303)623-6602 EMAIL denver@monroe-newell com 3p 4 - <10�1�-O"> I � g � � � � � � i 30 PREFAB N � 5301 5301 PREFAB O � W�4LL STEP ,� 619 Main StreetFSurte 70 � ( W?�LL STE � < 06—O >� I I I I Y � � Frisco,�970)668-�3776 ' v I 8�� � 3 EMAIL frisco@inonroe-newell com FAX(970) 8-3789 I � � � - - - - � - - � - - - < 00 > I - - PRZ�ST� � i i - - - -i - - - -i - - - i - i - - - - - - N - - - — = ---------- ----------- ----------------------- 5 � - � I � 3O � t)Q R� I m 4�E5 P•S ,�`t�` �i i i t I I I -6 > � S i �o � � PREFAB � U�o�'�'� ':�� � �25799 : � i W?�LL STEP i �;Q � �� - � � PREF?�B � I � � �� � � _ L i � i W�4LL ST�P 30 � I I'� 12 � , ` 0 � � 7 6 I/2" � •�. . , � 5301 i I I I i � ;.F :y�: EGRESS � � � D R �I ^ i WINDOW I ' � � �' �i i i i i i - i � 0 � r i - � i �s- I I '�t 8�� ;i i i i i i - �� W r I —� �— � �— i 5301 „ i I 8 �i i i i i i ., � � ^ I � _ ioo�-6�� � � aa�-6�� 0 N � I I ' ° m \ W � 8„ i TOP OF O j� � � T�NGRETE � � � � � � � � GONGRETE � i O � O � 8 � _ � i � I 5301 � �i i � � � � � I � � _ DOOR i Q I � I O m �� � � Q � �,N � i i 30 i " m i 8" a o i � � �� I PREFAB - - - - - - - - - - - i I - - - I - - - - - - - I - <103'-O"> i - - - - - — Q <I07�> - � ,�l 2 i � W,4LL STE _ i � � � � J � N 3O ' m ;, , � � � � � � I 1 N � � - <100'-8"> � P Ff�B � � � - I N i i i W LL STEP � i i i � i i > � I I 0 DOOT� f I i , - I j� 5301 � i i i i ' � }� - - - - , - \ - - - - - - - - - - - - - - - <io3�-o� - - - - - - - - - - J _ I - - � - - - - - � - - - - - - �� I = � � � ' � � � � i�-o� a _ I wa,�.�. � � � � � � > r � s-r�P , ^ 5301 m („(J � d� � EC�RESS � ' I � WALL STEP � i WINDOW i � i � � � i � _ _ EGRESS N WINDOW � � � \ I J = - - - - ' - - - - - - - - - - - - - - - - - - - - `� - - - - - - - � ( i i <103'-6"> - - - - ' - - - - - - - - — , _ � � , Date 12/09/08 }� ' - - - - i - - � - - - - - - � - - - - - - - - q - - - - � - - N � �� T \ <ioa-o > io � � � Drawn By AVN � I ssoi , � ' ' ' ' s3oi ' ' � Checked By HS m I <io-t-o��> <io-t�-o��> <io-r�-o��> _ � � _ _ _ _ _ � _ _ _ _ _ _ � _� _ _ _ _ _ _ _ _ _ � i i i i i i i Project No. 7816 � � Revisions � � � � � � � � � � 04/24/09 Permit Set ��-o° ' iz�-o° ' z3�-s i�z�� a�-o° , io�-s i�z�� , 7�-i i i/2�� , io�-s V2�� , i 7'-a" i 06/04/09 Revision to Permit Set � 1 2 3 � � � � � � 1� NOT�: I. <XXX"-XX"> INDIG/�.TES BOTTOM OF PR�Ff�4BRIG�TED W.4LL ELE�/,4TION 2 TFiE PREFABRIG?.TED TIMBER STRUGTURE �480�/E THE FOUND?�TION LEVEL ►N UNIT ?. AND B ?�BOV� THE M/41N LEVEL FLOOR SHE�tTHINC-� IN UNIT B SFI?.LL BE SUPPL I ED BY HOLZBf�U MA I ER GmBH ?.ND Go KG UNS I NC� THE DE51 GN L I VE LOP.DS LISTED IN SEGTION I OF THE GENERL�L NOTES ON SHEET 5300 - � f � �� UJ� � � S � � 0 �. ���� �� � � y ���� ���� � �� �� N ��4�� - ��-o„ � ; { ; $ ; r � � � � � �O � 8 � �� � i i i i i i , , I'—I I/4" i i � 2'-11 I/4" 5'-O I/4" '-3 3/ " 4'-O" � 2'-3" � i A �SS�'ID8�"j+���g4�1� I I I 3 I I I I � r 5301 , ' ' ` � 1 I I I I I I I ~� � ' - - - �<106'-4"> - - - � - - - � - - I <106'- "> �Q ' _ 1 � 2 2 30 d� 5301 ~ � .1 �� , � i i i i . i � i i ' . <G�i' 10" - - I I - - - - � �� � ,� - - - - - � - - - i i i i � i i _ � Monroe & Newell � � � � � � � � Engineers, Inc. u� � Avon � � � � � � � � P O Box 1597 � _ _ _ _ _ _ o � _ _ _ _ � _ _ _ � _ _ _ _ � _ _ _ _ 70 BencAv nk Colo ado1816�0 I I I I I I (970)949-7768 FAX(970)949-4054 IEMAIL avon@monroe-newell com Denver I I I � I I 1701 Wynkoop 5treet,Surte 200 I Denver,Colorado 80202 ' (303)623-4927 FAX(303)623-6602 I I I � I I EMAIL denver@monroe-newell com Ilo" Frisco i o --�----- i i � i i � o n I Fns oa1Colo ad'o 80443 � (970)668-3776 FAX(970)668-3789 � � _� I � � EMAIL frisco@monroe-newell com � , I i � 5 i01 � I � Is3oi �P�� G�S�, i i i � i i O:,�j��'.. ,,�•'�, � �y�`r 25? ����'� - :� 0 i i i � i i :.. 1 m ° s ' • , , � � OO � � � � I �� � � �� � 8a�-o�� o a p TOP OF i i GONGRETE i � i� i W � � i i L— i � i i x � � ° m W OC _ � � � � � � J Q �J� 4 Q 5301 '-6" 3'-3 I/2" � � i i i �� i 0 0 0 � � ����= i i— i i Q I <XXX"-XX"> INDIG�TES BOTTOM OF PREFABRIG/�TED WA ELEVL�TION. <q '-10"> 2. THE PREF�BRIG?.TED TIMBER STRUGTURE �.BOVE TH POUND�TION LEVEL IN UNIT � � <aa'-10"> i �i i i i i N � A ,4ND B ?�BO�/E THE M?�IN L�VEL FLOOR SHE/�TH G IN UNIT B SH,4LL BE I i � J Q SUPPLIED BY HOLZBAU M,41ER GmBH AND Go K UNSING THE D�SIGN LIVE ���� � 5 � L0,4D5 LISTED IN SEGTION I OF THE GENE NOTES ON SHEET 5300 i i � i � � 10°I ^ 53 I � � � - U � o � � io�� � � � � � � > W ��� ���� f ��� � � UJ�� � r ' 2 � ' � � i PREFAB WP�LL � � ���� ��� I �� �� �� 5301 i STEP � � � � � � i < p� �� i _ i i N ��4�� _ ��-o�� � - - - - = - - -- - � — � � � ^ �<�oo�-���> � � � � Q � � P��,�B p ' \\ � � I v i \ � � � " � � '-10" � 4'-I" 6 8 i i i 301 I I � i i i i i i � i i i ' Date 12/09/08 � � ' ' ; ' ' ' Drawn By AVN � � � � p ; � � � o Checked By HS cv � ; �_ � � Project No. 7816 i2�-o�� z3�-s i�z�� a�-o�� � � io�-3 i�2�� � � � � 8 ' ssoi Revisions � � � , , � , , , 04/24/09 Permit Set 7 i s3oi 06/04/09 Revision to Permit Set � , 8 i i ; i i i i 30 � � i 303 �4'-4 7/8" i i i i � I I " 10 I/2" i PREFAB W,4LL PREFAB � � 3�_6�� STEP i i � � ! i i i � � - <I I I'-o"> � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - -, - - -� - - - - - � � - _ (V � i p dJ � i i i i i i N � � � � o � _ I ' I I �3 3O ' i i i i 3 i i � � 30 � � _ I i i � � i � � a � � (V I � �� OZ H :\ACADJOBS\7816\7816-s200.dwg, 6/16/2009 9:24: 12 AM, \\DC-AVON\Avon Xerox 6204 GENERAL NOTES � �' � , f s 1 L1VE LOADS USED IN DESIGN 6. CONCRETE G PLYV�OD DECK AND/OR ORIENTED STRAND BOARD j�� , 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL � A. ROOF SLOPE � 4 12 80 PSF A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWC�OD � STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS ASSOCIATION B ROOF SLOPE < 4 12 100 PSF 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE [XXX'-XX" CONCRETE ITEM F�C M IX TYPE MAX W/C RAT 10 � A IR REQ AMER ICAN PLYWI�OD ASSOC IAT ION AND SHALL MEET THE REQU IREMENTS OF STOh1E GAP R� ARGH '� C TYPICAL FLOOR 40 PSF U.S PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD ALL PANELS FOOTINGS 3000 psi STD - - - - - - WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE D EXTERIOR DECKS 100 PSF FOUNDATION WALLS 3000 psi STD - - - - - - WEATHER SHALL BE OF THE EXTERIOR TYPE ' , INTER IOR SLABS ON GRADE 3000 ps i STD 0 50 - - - 3 FOR MA IN LEVEL FLOOR ING USE 3/4 " T&G STURD- I -FLOOR SHEATH ING GLUED L4X4X3/8 GONTINUOUS E GARAGE 40 PSF EXTERIOR CONCRETE (++) 4500 psi STD 0 45 6�-8� AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" (2)-#5 GONTINUOUS ° WITH 3/4" � X 6" STRUCTURAL SLABS 4000 ps i STD 0.50 - - - ALONG INTERMED IATE SUPPORTS EXPANSION ANGHOR F IMPORTANCE FACTORS 4 FOR ROOF SHEATHING AND CONNECTIONS, RE PREFABRICATED TIMBER STRUCTURE ,° AT 2'-O" CATEGORY II + FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD DESIGNER ° a SE ISM IC FACTOR IE 1 0 SALTS W/C RAT IO SHALL NOT EXCEED 0.4. 5 EXTER IOR WALLS SHALL BE SHEATHED PER THE PREFABR ICATED T IMBER STRUCTURE ° I/2" ISOLP.TION JOINT '"����,�@� SNOW FACTOR IS 1 0 DESIGNER WIND FACTOR IW 1 0 ++ MAXIMUM SLUMP SHALL NOT EXCEED 4" 6 UPPER LEVEL FLOOR SHEATHING SHALL BE 1 1/8" PER THE PREFABRICATED TIMBER a � EXTERIOR SLP�B-ON � , STRUCTURE DES IGNER C�R/�DE WITH 6X6 . G WIND B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIOE OWNER WITH 7 INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND 4" GMU �/ENEER a W21XW21 W W F �r�� � 3 SECOND GUST 90 MPH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY GROOVE PANELS OR SOLID V�OD BLOCKING SUPPORTS SUPPORT (FULLY - FASTEST MILE 75 MPH OF ALL CONCRETE SHALL EXCEED WC1 5 33 F'C (OR 57,000 F'C NORMAL WEIGHT GROUT�D) --f[=� a a , � � EXPOSURE B CONCRETE) H W1�OD DECK �����1� � —ax—x--z—x—x � T'r- :0•:ooa°eO:oa<°^O:ooe° O:oo•o � H L IVE LOADS ARE REDUCED PER CODE I F APPL ICABLE C CONTRACTOR SHALL SAW CUT OR TROWEL CUT JO INTS IN SLABS ON GRADE JO INTS VY�OD DECK ING SHALL BE 2x T&G DOUGLAS-F IR LARCH (E=1 ,700,000 PS I , Fb=1450 PS I) �T a po°,O,Opoo,O,Opoo,O,Opo9v0, SHALL BE SPACED 12 FEET AND SAWCUT OR TROWEL CUT 1/4 OF SLAB DEPTH X 3/16" PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT a �-�1f• " • " • � , I CODE USEO IN DESIGN INTERNATIONAL BUILDING CODE, 2003 EDITION WIDE WITHIN 12 HOURS AFTER POURING CARRY ALL SLAB REINFORCEMENT THROUGH PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS EACH DECK PLANK SHALL BE a ITIiIT�� � ���; JO INT SLANT-NA ILED TO THE TONGUE OF THE ADJO IN ING COURSE WITH 8d NA ILS AT 24" ON #5 f�4T I'-4" VERTIGAL ' ° �IIIIII 2 DEFERRED SUBM ITTAL CENTER WITH ALTERNATE PLANK NA IL ING OFFSET 12" NA IL EACH PLANK TO EACH /�ND HORIZONT�L 11=' D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED WC�OD DECKING SHALL BE GLUED a ° �� � A DEFERRED SUBMITTALS PER SECTION 1063 4 1 SHALL BE SUBMITTED TO THE BUILDING HORIZONTAL PLANE ANY STOP IN CONCRETE Wt�RK MUST BE MADE AT THIRD POINT OF IN THE GROOVE JOINT WITH 40� GLUE COVERAGE 4�� ° 4�� OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE #5 ?�T I'-4" X`9 ° THE PREFABRICATED TIMBER STRUCTURE ABOVE THE MAIN LEVEL FLOOR SHEATHING IN SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE I PREFABRICATED V�qOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND N a UNIT B, AND ABOVE THE FOUNDATION LEVEL IN UNIT A, SHAL� BE DESIGNED BY ENGINEER SHALL BE "BCI -JOIST'� AS MANUFACTURED BY BOISE CORPORATION ALTERNATES SHALL BE (XXX'-XX") 6�� Monro e & Newell HOLZBAU MAIER GmBH AND Co KG USING THE DESIGN LIVE LOADS SPECIFIED IN REVIEWED BY THE ENGINEER TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD SECTION ONE OF THE GENERAL NOTES E AL� CONCRETE wt�RK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE �171 ° I�� Engineers, Inc. WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE SH01M� ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE iT-I( a 1LH�_ B. DEFERRED SUBMITTALS ARE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF JOIST MANUFACTURER 1 T= ° I-�I_I-II Avon 1 PREFABRICATED ROOF ASSEMBLY INCLUDING BEAMS, JOISTS, SHEATHING AND CONCRETE V�RK SHALL HAVE 3/4 INCH CHAMFER , - - CONNECTIONS J LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS ° P O Box1597 a e , 70 Benchmark Road,Suite 204 2 PREFABRICATED FLOOR ASSEMBLY INCLUDING BEAMS, JOISTS, COLUMNS, SHEATHING 7 REINFORCEMENT CAPACITIES FB = 2800 PSI , E = 2,000,000 PSI , FC = 750 PSI , FV = 285 PSI � a ° a Avon,Coloiado81620 AND CONNECTIONS. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' - °.�� (2)-#5 (970)949-7768 3 PREFABRICATED WALL ASSEMBLY INCLUDING STUDS, SHEATHING, AND CONNECTIONS A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 /2" OR m �� a a< ' , � ! GONTINUOUS FAX(970)949-4054 A615, GRADE 60 EXCEPT T IES, ST IRRUPS AND PLATE ANCHORS WH ICH SHALL BE 5 1 �4" WIDE MEMBERS I-� - = T_-(� EMAIL avon@monroe-newell com C MONROE & NEWELL ENGINEERS, INC WILL PREPARE THE CALCULATIONS FOR COMPLIANCE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60 T T- T= wITH THE DESIGN REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2003 EDITION K PREFABRICATED wt�OD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS RE PL�N Denver MONROE & NEWELL ENGINEERS, INC WILL DESIGN THE MAIN LEVEL FLOOR ON UNIT B B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS SHOP DRAWINGS SHALL 1701 Wynkoop Street,Su�te 200 AND FOUNDATIONS TO SUPPORT THE PREFABRICATED TIMBER STRUCTURE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER PROVIDE Denver,Colorldo 80202 BR IDG ING AND BLOCK ING PER MANUFACTURER'S RECOMMENDAT IONS UNLESS �� �� r �� q (303)623-4927 3 TESTING, INSPECTIONS AND OBSERVATIONS C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE OTHERWISE NOTED PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE I I PAX(303)623-6G02 1 CONCRETE POURED AGA INST EARTH 3" CENTER WALL STUDS UNDER CENTER OF TRUSS LOCAT IONS EMAIL denver@monroe-newell com A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3/4" = I'-O" STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE 3. COLUMNS AND BEAMS (TIE BARS) 1 -1 /2�� 11 NON-STRUCTURAL ELEMENTS CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 4 SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" Frisco INSPECT I ONS BY THE GOVERN ING AUTHOR IT I ES OR SERVE AS "SPEC IAL A ELEMENTS SUCH AS NON-BEAR ING PART IT IONS, ETC ATTACHED TO AND/OR 619 Main Street,Suite 7 INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND Frisco,Colorado80443 BUILDING CODE SECTIONS 7 5, 7 6 AND 7.7 OF ACI 318, LATEST EDITION OTHER STRUCTURAL MOVEMENTS i (970)668-3776 FLP.SI-IING AND FAX(970)668-3789 B THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET WATERPROOFINC-� EMAIL frisco@inonroe-newellcom SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES, WHERE PERMITTED, SHALL ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE RE ARGH. BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED ARCHITECTURAL DRAWINGS STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED � 1 SOIL PREPARATION OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS UNRESTRAINED UNLESS NOTED OTHERWISE [XXX'-XX" TIMBER GOLUMN AND a EARTHWt�RK EXCAVAT I ON, PLACEMENT AND COMPACT I ON OF F I LL GONNEGTION BY AND IN-PLACE DRY DENS ITY OF THE COMPACTED F ILL FOR F PLACE TWO #5 (PER 8" TH ICKNESS) WITH 2'-0" PROJECT ION AROUND ALL OPEN INGS IN 12 GENERAL I OTHERS ��p.4, Q••• .�°�S CONFORMANCE WITH THE APPROVED REPORT CONCRETE WALLS, SLABS, AND BEAMS ALSO PROV IDE TV� #5 X 4'-0" D IAGONALLY AT �`�`:�•�$ P, �A..�`'�, EACH CORNER A ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS I'-O" X I'-O" GONGRETE �;;�� Y'',�,� 2 CONCRETE CONSTRUCT ION PIER WITH (4)-#5 ;q �; r� a PERIODIC INSPECTION OF REINFORCING STEEL G CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS B VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND i< VERTIGAL :� 25T b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. FOLLOWS TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS AND a - c CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY ° TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND 8 STRUCTURAL STEEL "a • A IR CONTENT TESTS AND DETERM INE THE TEMPERATURE OF THE CONCRETE C PR IOR TO INSTALLAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR OTHER � � #3 TIES ?.T I'-O" WITH •S�, �'�',. ,. u d CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER S APPROVAL OF CONNECTIONS a a (2)-P�T TOP �"�i" TECHNIQUES. 1M-IICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS 1M�ICH AND SUPPORTS SHALL BE OBTAINED UNLESS SPECIFICALLY DETAILED ON �^ e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR " AND TECHNIQUES EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC , REQUIRED FOR INSTALLATION OF STONE VENEER � MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. HIS ITEMS � �RG� � 3 STEEL CONSTRUCTION a ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION B ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT D PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, EXCEPT THE FOLLOWING CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS MISCELLANEOUS EMBEDDED � �, 1 WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN OTHERWISE. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED e ,< ACCORDANCE WITH SECTION 1704 3 BY CONCRETE CONTRACTOR STEEL SHALL FULFILL ASTM A36 � b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � � DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, LATEST PROVISIONS OF AISC '�MANUAL OF STEEL CONSTRUCTION." E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND 1M�OD EXPOSED TO EARTH a , � WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE a �a < � VERIFIED PRIOR TO THE START OF 1M�RK, PERIODIC INSPECTIONS ARE D EXCEPT V�HERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL PREFABRICATED � � MADE OF Wt�RK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 -A AND/OR AISC TIMBER STRUCTURE MEMBERS THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR ° b IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO V�RITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR Q WELDING TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL �T�TI d � 1T=T- � Q 1 SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN G. WATERPROOFING, VAPOR BARRIERS, WATER STOP, ETC. , SHALL BE AS SHOWN ON THE �-�- i° � �IIT � 2 WELDING OF STAIRS AND RAILING SYSTEMS ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS =T - a ;.� T- � c VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE - ° e - AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR ' � � d PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE ° � 6" STONE �/�NEER DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND CONNECTION DETAILS I . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND (4)-#5 X `� � �'' SUPPORT FULLY PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ARCHITECTURAL DRAWINGS N C�ROUTED Q e VERIFY STRUCTURAL STEEL MATER �AL CONFORMS TO ASTM STANDARDS E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 6" dt � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 J PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE � MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE � ` a ,� f PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF PROFESSIONAL ENGINEER (XXX'-XX") °� � ° � (3)-#� E/�GFi WAY � FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED FILLET UNLESS NOTED OTHERWISE REGISTERED IN THE STATE OF COLORADO. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL , � Q CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF REQUIREMENTS AND CRITERIA � COMPLIANCE G FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT � 4. FOUNDATIONS SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES) i U A MAXIMUM SOIL DESIGN PRESSURE 2500 PSF H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL ° � W STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND�OR O a ° ° ` a ° e B CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO 108106A LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT �� � ° �° a ° a ° II� I ` BY HP GEOTECH, INC DATED MAY 30, 2008 LATERAL SYSTEMS AND DECKS ARE IN PLACE t� - � J I STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP ���T_= a a-r=II C ALL FOOTING BEARING ELEVATIONS SH01M� ARE ASSUMED EXACT BEARING DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ' 11- � � ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS RE PLAN M � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS � w SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE 9. NON-SHRINK GROUT D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATUAL SOIL OR PROPERLY A NON-SHRINK GROUT SHALL BE PROVIDED � > COMPACTED BACKFILL, APPROVED BY THE SOILS ENTINEER BACKFILL SHALL BE COMPACTED 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS 10" STRUGTURAL �� �� � �� � W � TO 95� (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE 2 BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SLAB 3/4" = I'-O" RECOMMENDED IN THE SOILS REPORT IF SOFT SPOTS ARE ENCODUNTERED REMOVE SOIL SUPPORTS � AND RECOMPACT WITH APPROVED FILL (RE SOILD REPORT FOR DESCRIPTION OF BEARING SOIL 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH #5 P�T I'-O" EAGH OF 6000 PS I PR IOR TO ADD ING BU ILD ING LOADS ABOVE RE PLP.N WL�Y TOP E CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 #� /�T I'-4" X 2'-O" INCH MAX IMUM VERT ICAL L IFTS OR AS RECOMMENDED IN THE SOILS REPORT REFER 10 WC�OD TOP OP FP.GH BEND �`��\ TO SOILS REPORT FOR BACKFILL MATERIAL STRUGTURAL `�'� A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY SLAB f F NO BACKF I LL ING SHALL BE PLACED AGA INST LOWER LEVEL WALLS UNT I L THE LOWER WESTERN WpOD PRODUCTS ASSOC IAT ION AND CONFORM ING TO INTERNAT IONAL ` • a" "_ '_ ' . �• , � � #� .4T I'-O" TRf�h15�/�RSE Date 12/09/08 LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. BUILDING CODE AS FOL�OWS• U CONCRETE SLABS SHALL BE PROPERLY CURED � 2" TH ICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PS I a a� �° ' n P.:. � �. Drawn By AVN G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRIO LINES 2" TO 4" THICK - 6" AND WIDER NO 2 Fb = 900 PSI ° •� UNLESS NOTED OTHERWISE ON PLANS 5" TH ICK - 5" AND WIDER N0. 1 Fb = 1350 PS I � ' � , Uy #� ?�T I -4 Checked B HS NOTED ALLOWABLE STRESSES ARE M IN IMUMS AND FOR NON-REPET IT IVE USES PR IOR 1=1ii=1I��- I I-J�- °a � ' , , „ GONTINUOUS y H CONTRACTOR TO PROV IDE, AT H IS EXPENSE, F IELD DENS ITY TESTS ON COMPACTED 11��11�,n1T( II 1T�1�j < ' F I L L U N D E R F O O T I N G S A N D I N T E R I O R S L A B S-O N-G R A D E B W H E N P R E S E R V A T I V E T R E A T E D L U M B E R I S R E Q U I R E D B Y C O D E A L L C O N N E C T I O N S A N D _� a #5 f�T EAGH 3" STONE P�ND GROUT P r o e c t N o. 7 8'I E� NOSE RE: ?.RGH. FOR J NA IL ING SHALL BE ADEQUATELY GALVAN IZED (DOUBLE D IPPED OR BETTER) #� ,gT 10 E/�GH �1�(- < � ' • ST/�IR LAYOUT ii � e � . NOT I FY SO ILS ENG INEER WHEN EXCAVAT ION IS COMPLETED SO THAT COND IT IONS MAY WAY BOTTOM �_� 8" STRUGTURp.L SLAB p.ND DIMENSIONS BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE C TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE ��aT_ a � WITH #5 �4T 10" EP�GH R@VISIOCIS J FOR SOIL DRA INAGE REQU IREMENTS REFER TO SO ILS REPORT AND C IV IL DRAWINGS D. PROV IDE METAL CROSS BR IDG ING NOT OVER 8' ON CENTER FOR ALL 2X 1hl�OD JO ISTS. ' I I�� ° ° , ' W�Y BOTTOM p4/24/09 Permit Set SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ° < • ' 5 SLAB ON GRADE IS REQUIRED II I- I � ° � � ° � � � -� aT�_ a , � �>.. , 06/04/09 Revision to Permit Set � A THE SLAB ON GRADE SELECTED BY THE OV�NER AT THE GROUND FLOOR LEVEL OF THIS E FASTEN ALL IM�OD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE �I�L � < ra � a BUILDING HAS SOME RISK OF MOVEMENT. REFERENCE THE PROJECT SOILS REPORT FOR TABLE 2304-9 7 UNLESS NOTED OTHERWISE �� � � ^ a �a • I` SPEC I F IC REQU IREMENTS �� •e � � � STRUGTUR,4L SLAB F LAMINATED BEAMS �'T�� n < �� ' �� ON-GRp.DE WITH �f—l�—Ii—I— III l�—Ti-1T�If1— B. T H E P R E P A R A T I O N O F T H E S U B G R A D E F O R T H E S L A B O N G RA D E S H A L L B E I N S T R I C T 1 . ALL LAM INATED MEMBERS SHALL BE FABR ICATED OF DOUGLAS F IR LARCH AT 12 T r j�(����j j( ►_���=1 T(-1 T(-_ a y y y y�, ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE THE PERCENT MOISTURE CONTENT IN ACCORDANCE WITH VI�CLIB ALL SIZES SHOWN '���L � a ° a � < -� C O N T R A C T O R S H A L L D I R E C T Q U E S T I O N S R E G A R D I N G T H E S U B G R A D E P R E P A R A T I O N A R E N E T ��- a '�� ,. REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ��� o aa � • WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF �� ° C MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC �III- ° d <° TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE ISOLATION 3 PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F FOR CONTINUOUS �_��� � < • DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE MEMBERS AND CANTILEVERS AND 24FV4, D F FOR SIMPLE SUPPORT MEMBERS aT_-II(- ^ , � REQUIRED REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE I-�r�� ° ` � T� RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH CLEARLY STAMPED ON EACH MEMBER. -1�[j • < � a�., THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE TT-1 ° • ° �7 a ^ -111= � •. . , ��1'Tf��=1tl a ` � �—� ea d� 1�/ � o � - ����T_°0:oa.°^0:oo.° ' �� �� � �� � �-ll�oo°•o O;ba�.o�- -n�i i f1�ii�i-i i i' 3/4" = I'-O�� �7uT�i i i�i i i1�i I��I PRE�/�B STUD W�LL PREPAB STUD WALL PRE�AB STUD WALL PREPP.B STUD WALL � � r W I TH ShiEf�tTl-I I NC� W I TH SFiE/�TI-I I NG W I TI-1 SFiE�4TH I NG ZX RI PPED TREi4TED W I TH SI-fEATH I NG , , SILL PLATE WITH , „ GONTINUOUS 3X6 GONTINUOUS 3X6 V2" � X 10" ANGHOR GONTINUOUS 3X6 ` '' _ GOh1TINU0U5 3X6 5 SL?.B-ON-C�R/�DE TREA'f�D SILL PLATE TREATED SILL PLP�TE BOLTS f�T Z'-O" TRE�TED SILL PL?.TE ��� TR�P.TED SILL PLATE WITH W W F WITFf 3/4" � X 10" WITFi 3/4" � X 10" WITH 3/4" � X 10" r WITH 3/4" � X 10" [XXX'-XX" HILTI KB-3 AT I'-4" LAC�-BOLT ?�T I'-4" HILTI KB-3 /�T I'-4° "�`� �: HILTI KB-3 P.T I -4 DRIVEW{�Y SL�B RE �4 GH. 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O:oo , _ — — �J1777��FO�O�e�nODO�s� 8 e a XXX'-XX"] (970)949-7768 a a a � a� a a ° a L�� 3/4" = I'-O" ° ° tl < FAX(970)949-4054 � ' a ° a � �� a , FLOOR JOIST RE. 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BGI BLOGKING E�4GH L6X4X3/8 GONT. �-I�IIIIII ° " ° BGI JOIST RE PLAhI � � ITI 5 SLAB-ON-GRAD� [XXX XX ° n < SPP.GE W I TH 3/4" � X 4" �-J � Z�_p�� �i WITH W W P. , a a EXPANSION faNGHOR BGI JOIST RE• PLAN BGI JOIST RE PLAN � ° L3 I/2X3 I/2X3/8 AT I -O (ASPH,4LTIG a W #✓ P�T I'-O" X � � TREATED 2X12 WITH ° 1 �� N ��71 -x-^x=x�x-�—x Q '_ 11 a 30NT�X 4 EXIPANSION MASTIX PAINTED) TREATED �X12 WITH a ° a a a^ 3/4" � X 6" EXPp.NSION �� �� , ^ 3/4" � X 6" EXPANSION � � aT(�I a /�NGHOR AT 2 O ° /�NGFiOR AT 2'-O" a a r 0:oo<° 0:oa•e° o:oo.° 0•:oo•d (2)-#5 GONTINUOUS < � n � 2X4�TREi4TED P1LATE a � � - - Oo°.�QOIo'�'°�++.���yy�In��++Oo°.��QOo°.0,� ° ° WTITFi I/4" � TI-IRU-BOLT ° ° o � � og ° I�JJ��fI� ^ ^ ° ,< d I�t I I'—Q'�� a � � , 8 4 a � a ������' a � O • ,0 � 4 e a e a (XXX'-XX") � � ° a - �3)-#5 GON INUOUS 7� °, ��� ° �� a ° a a a a e — —III o � � — _ �� a a a d d � T� T i " #5 ,4 T I'-4" T R A N S V E R S E �T I� � � #6 X 1 0'-O" A T 1 0" � #5 A T 1 0" V E R T I G A L a ° #5 ,4 T 1 0" V E R T I G?.L �, W " , #✓ ?�T 10" VERTIGi�L Q < - 4 GMU VENEER �- �/ERTIGAL a < � #5 ,4T I'-4" X� R E P L P.N S U P P O R T (F U L L Y 'T� „ a ° a 4 a I/2" ISOL,4TION JOINT #5 ?�T I -4 HORIZONTAL � �� � #5 ?.T I'-4" HORIZONTAL , tV GROUTED) � �� #� �4T I'-4" HORIZONTAL #� �T I -4 HORIZONTP.L a 6" e � 5" SLAB-ON-GRADE ` a ° c ° �� �� � O I Y � � ° WITH W.W F. s ° < a , a ° 3/4" = I'-O" #✓ .4T I'-4" VERTIGAL < AND HORI ZONTAL a x—x—x—x=x Date �2 �9 O8 ° � e e d e a ' o°o• ° o•:o• ° o•:o• ° o•:o• , < a Drawn By AVN � �� � '4'�� °�0°.0�Oo°0�bo9,0�pb�0 a a a a #5 AT I -4 X_i -IIT=11f �• � � " • " N L�� � uc d �XXX�—xx��� 6�� ���1' dd a a° � Checked By f�1J �—r a � o p L I�� y � ° ��� e a a �n �" 4 � �u Project No� �V�V I� m I I�y I I I- ° ° , a Revisions I��—I I� d a ��—��I - o � � � ° ° #6PtT ���� x � � a d ° 4 °d � ° `� ° °� < a , 04/24/09 Permit Set � ° .�� �2�—#rJ � u � a ('n ' I ° a I I GONTINUOUS I -8 _ a 1=� __ - � I/2" ISOL?.TION JOINT � ° ° 0 � I/2" 150LATION JOINT 06/04/09 Revision to Permit Set � � T � � #� A T 1 0" X i a ° 1/2" ISOL/�TION JOINT #5 /�T 10" X � ° RE PLAN #6 AT 10" 5" SLAB-ON-C-�R,4DE m a 5" SLAB-ON-GRADE m 5" SLi�B-OhI-GR�DE WITH W W F ° � �� WITH W W P A 6�� a WITH W W F 6 #5 /�T I'-O" , „ #✓ �4T I'-4" �� �� r �� � GONTI NUOUS ° #5 �T I -4 a TR�tNSVERSE � I (XXX'-XX") � TRAN5VER5E < 3/4" = I'-O" � ° (XXX'-XX") , a (XXX'-XX") a a e i��� a a �x�x�%�B � i=�� � ��X�x�.+�% ���% n ��II °�%�%�%a��JI e 4 ��� 111_ I�< ro;oo °ro;oo• °ro;o• ° o;o• _illrllllld• • e -illll�ll � •< •o•:o•o.°:o:ooe° ovoo•o° o:o•• - 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' O:oa VER IG?.L � �°�F� � �e . . n�� . . . ,O,�Oo°o���00°0���0o°e ' 4 ` ,t�' � ��Z11 Qii I ' ��Z�� ^ ^ _ '��—Ille ' e ao e° o • — �Z�—#=✓ �i� �IVU�US a � � �� 1L � rL I/2" RETURN �� �I II-� , < � (2)-#5 ° —'�--ax—x—x—�— ° � � ,s�" �tT TOP I/4 (XXX'-XX") � I aa° � A a � GONTINUOUS #5 ?.T I'-4" e ° °a A (2)-#5 TOP i�ND ��P� �9 � FiORIZONTf�L ^ � �� a ro•:oDO,°O•�OO,o•:oo°Ov0:o0Q°o. ° ° BOTTOM � .Oo.e Oo � Oo;, � Oo.. � Oo � �� � �� � �� _ �lllll�lf ` a 4„ I/Z" ISOL?.TION JOINT � , 3/8 X I -O X 3-8 = I I�I�J�'"ll- - STEEL EMBED PLP�TE � �� � RE PLfaN ° T'�ll- 5" SLP.B-ON-GR?.DE > W � r � p,r , �� #5 AT I -4 X i �p a I Ij� �` � a� � ��� B (2)-L4X3X3/8 X a � �� �� WITH (10)-3/4 � X 6 - #g ,gT I'-4" X! � W�TI-f W W F 'P�P �'` ,"� ,�� � THRU-BOLT511 � H Pa S� a , � �, 6�� m I � �� � � � '�� �' �``� ` (2) #5 x 4'-O" tr STEEL B�AM I�11 d ° ° ° ` � � GENTER OF SLAB � � �� ( �� � _ OR WALL RE• PLAN , -9-z�-x�-x�a x—x (WOOD BEAM W I TH � e a �Q a � � _ STEEL SADDLE P�T 3/4" = I'-O" #5 AT I'-4" X� ° (XXX'-XX") ° �Oo°0 Qpoo 0�Oo°0 Opo�0� � � T`�'i=IC�4L D�T,41L �Oi� SIMILJ�R SEGTION) 6 1 � e d �� 1��� � � - � ' fj � m'--#5 P�T I'-4" ORIZONT?.L � 7�I t III /� /�*� J� i i l��� a I-1�-T, i I 1=1II= a I� #5 �4T I -4 �(ERTI GAL /� �� �N7is�4NT CO}�N�fi�S ,4T I I a ��� �II—II : � � i u � COI�1��� I � W�"���� l�I�1� ��f���� � � � I I °e a aa a d ° a a ° e � � ea � o � � � STEEL GOLUMN O I � e e � d°e a 4 ° a �� �� � �I Y � � I I RE PLP�N - _ < ° Q a a ° ° � a a a e I I ° a a 3/4" = I'-O" � � WITH (4�%4B NSBOL S� #� qT I'-O" EAGH Wf�4Y RE PLAN i i RE PLP.N PRO�/IDE ST/�ND/�RD i i 3/4" STEEL STIFFENERS Date �Z��9��8 Fi00K IF TENSION Ld I'-O" (2)-L4X3X3/8 X �i" „ „ � i E�4GFi SIDE UNDER IS NOT DE�/ELOPED WITH (3)-3/4" � � 3/4 I I/4 i GOLUMN � I O" THRU-BOLTS � i �� �� � �� � Drawn By AVN d a a a a W _ � 3/4i� _ I i_Oii a � p u�+ a d a a °d a d a d a '` G a = a.n a � Q.C. Pr vy �lJ V ��� e � e a d a d e e a d Q d e m m O a a �� ____= a � ���� ��� I � VL/1—f���fi�� Project No. 7816 Q.' RE PLAN ' d � � " � � � ° a _ 1T m a � - ° < �a al a �_ °d a GOLUMN BASE PLAT� SKETGH GOLUMN BftS� PLP.TE SKETGH R@VISIOIIS '- TYPE TYPE (3/4" = I'-O") TYPE TYPE (3/4" = I'-O") 0 o d�a a °a e a a _a ea ° ° a ° I � ° �< ° $ a I/2" RETURN STEEL BEAM RE• PL,4N 04/24/09 Permit Set e a a e a a d � a < I/4 P�T TOP I I/2 c{�� I I/2" �3 �� � � �� z a a a d ° o ° , �� _ � a _ _ �� ° o ry 2 i� s � �/� 06/04/09 Revision to Permit Set i l d I _ � Q a � � ` a " a d < d �' °° a TYPIGfaL FOOTING � � g <` \ � i � = ° N � � � I � m , °° °e �°a , a< REINFORGEMENT �� �� f �� � 8��� _ ���'3 �i ���� _ HSS 4X4 � � I-f55 4X4 _ _ � ° 1= � 3/4" = I'-O" � i a � � - _ Q � A O `9 = ��_6�� m � BfaRS TO MATGH SEGTIOhI A-A 6" 6" W 3-� TYPIG,4L �OOTINC-� -a RE I NFORG�MENT V 3/8" X I'-O" X I'-4" X 2'-2" N T1'fi�f C,4L ST���'�D BENT STE�L EMBED PLATE _ m WITH (12)-3/4" � X 6" H i�S �OOTINC� D�T�4fL 5 I/2" 5 I/2" 2 I/ " 5" " I I/2" _ I I/ " 4" 4" I I/2" (�V (�V � � � � 1 � I � � I _ -° ° N N N ., 3/4" = I'-O HSS 4X4 ��j=2 = - I I I I I \ HSS 4X4 ��j=� p ' - BASE PL,4TE NOTES. _ _ _ _ � �I � � O � , - lT p - ' I f4LL BASE PLATES SHALL BE 3/4" THIGK ON I" NON-SHRINK GROUT - - _ - � � II" II" N 2 ALL BOLTS SHALL BE I/z" � X 6" EPDXY f�.NGHORS I'-10" 3 RE PL�N FOR STEEL GOLUMN SIZES 2 I/2" _ � �..r.-r....-.�_-�.s��_..�.--�-��-.�_ ---�--� �____ _ —,-- -� - - � � � � , � P�FAB S EAR WALL l �� V � TYPE g� h � I ' � GL}U-LAM B AM � Li�N � W OD O T � R P N � F I � I�II'-3" 2 6 T P ND ID ���,,,�^���� _� W I i� , E �4 I'- ' I . `� 1 I � � , ZX8 (RIPPED) TOP PL?�TE � � WIT I/2" Q> THRE/�DED RO S WELD ?�T I'-4" ` I SIM SON LTP4 GLIP � � ?�T I -4" EL�GH SIDE � .j ,' I 1-ISS 8X4X3/8 , ,�} � � I -I� I �� ��lf r HSS 8Xj4X3/8 � r� �ULL FULL r� I� � I _� , P�N P�N 'I I � M �ULL FULL M I � �_ � � I� Monroe & Newell PEN '°` PEN I I i 6 3" PREFP�B STUD Engineers, Inc. WALL WITH 5H I I � � I I II I � P o Eox 1 9n SIMP50N L 4 G I I � 70 Benchmazk Road,Suite 204 � � I ; Avon,Coloiado 81620 � I � I � � (970)949-7768 I-f55 8X4X3 � f� m I FAX(970)949-4054 I m I�� � �O� � — � X � i I X EMAIL avon@monroe-newell com I x � I/Z" = I' �" � � � � Denver x N �(1 � � 1701 Wynkoop Street,Suite 200 d� _ � = I � � Denver,Colorado 80202 � ��l1 I I 3/4 STEEL BP�SE (303)623-4927 �� i FAX(303)623-6602 � � PL�TE ON I" NON- � EMAIL denver@monroe-newell com � SHRINK C-�ROUT � � I � FLO R SHE,4THING [100'-8"] � Frisco [I 00'-8"] [I00'-6"] 619 Mam Street,Suite 7 WI2 45 WITH 2X TOP OF TOP OF Fnsco,Colorado 80443 TOP PL�4TE y�qLL I T�6P�OF WP�LL � (970)668-3776 I10' �i" GONGRETE � FAX(970)668-3789 � EMAIL frisco@monroe-newell com TOR OF � PLYWOOD — — — - l.Fl�l I � � �f�t�f-'e�� ����� I i i ��,�0,�,�P� fs�, v;�� � -�,�� � � � � � �� � f �� � _= z��� _:� �,z�� - ��_o�� . ,�; � ,� SS 4X4X1/4 .� �'� (�',�„,, I � OLUMN � l.Fl�t (� � ����� I\0�� ����� W � I I � GLU-LP�M ROOP > � � � � f � � BEAM RE• PL/�N x � � I/2" = I'-O�� I � � � y I � J Q �.. Q � � � � �I� -- HSS- --4X3/8 � I — - — --- � II I , I M � L , I M FULL � � � �I p N I PEN I � WOOD P ST WOO POST � � � � U � � � w . -1 ! 2) 2X6 E�GH SI E � o I HSS 8X4X1/2 _ I , li IT I/Z" � X 3" J � I �� � H EP�DEV ROD � � � T I'-4" � M FULL FULL M I � � , I PEN PEN li I� I � C�LU-LP.M BE/�M � � � ' 'I � � , � � RE PL�tN � � I�, 1� X W X I/4" STEEL 5?.D I � i I X X INSID�E X?.G 2 WITH (�)-I/2" T � IT I/2 " � WELD TO FR�M I I � � j N Fi ,4DEV ROD = I = T I'-4" I � � � � � Date 12/09/08 i N ry - - _ i _ X 1 � Drawn By AVN I X X 2X6 ?.G SIDE I I i Lo s �T i � Checked By HS W I TFi I 2 X I I/2 I � � THRE D RODS /4" TEE B I � I � WELD AT '-O" I I -3" I Lf� WI H (A- Project No. 78�6 = i - - OLTS i - -_ � Revisions i 04/24/09 Permit Set i = 06/04/09 Revision to Permit Set � �i i i o,_ , i l _ - = W 3 I.FIV � I � ����� ��0� ����� I � � �� � � �� � �,z�� _ ��-o�� S 3 0 4 1�1�1 I T � C���,�T i�001"� 1�lO�T� �i��41"f� ' �� �� � � �� � . � „z�� _ ��_o„ iti � _ � � � � + � �I . �� i , � ��a����r� � � , � +' , : , � J �O � � � �� '�-. ,--� � r ly 5 � � � � � � �� r a i � � � � � � � r l� �� � � � � � � � Monroe & Newell � � � 3 , , � Engineers, Inc. 5301 Avon � � � 2 � � � � � P O Box 1597 5301 � t 70 Benchmark Road,Suite 204 Avon,Coloiado 81620 (970)949-7768 SIMPSON 51MPSON I I EMAIL avon@monroe new114 osm I I HDU2-SDS- 5 � � HDU2-S S-2 5 OLD DOW OLD owN _ � _ UJOOD �R�41"iINC� NOT�S: � _ _ _ _ _ _ _ _ _ _ _ _ _ Denver I � �� . I = - I I I 1701 Wynkoop Street,Swte 200 _ ��_� I ALL WOOD FRL�MING JOISTS SH�LL BE BGI/6000 TYPE JOISTS AS Denver Colorado 80202 MANUF?.GTURED BY BOISE GORPOR�4TION ALTERNp.TES (303)623-4927 I 6 � SH�LL HAVE EQUP�L OR C�REATER G�4P�GITY AND SHALL BE FAX(303)623-6602 � EMBE 14" BGI/�600 303 EMB � � � REVIEWED BY THE ENGINEER OF REGORD. EMAIL denver cz monroe-newell com PLP.TE B �T I'-O' PLP� G Z "VL" INDIG,4TE5 �/ERS/�-L,4M BEf�MS, ?.S MANUF?.GTURED BY BOISE 8'-10 3/4" - _y GORPORATION AL'TERN?.TES SHALL HA�/E THE SAME OR Frisco I W��ZX87 (� I I � I C-�RE,4TER G?�PAGITY P.S LISTED IN THE STRUGTURAL GENERAL 619 Mam Street,Swte 7 t� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —J�1QT�5._ _ Fnsco Colorado 80443 a� , _:� �i�l' 7 3/ '> n � _ – – – – FA��970)668-3776 � 3 Q INDIGATES GOLUMN DOWN ONLY MULTIPLE 2X FR?�MINC-� NOTED EMAIL trisco@monroe-newej13�Sn i i �� i i i ON PL�4N5. � m I N r 'SIM SON 4 � INDIG,4TE5 GOLUMN UP i�ND DOWN UNLESS IT BEARS ON 5301 SS 4X4 I/4 � �� GONGRETE W?�LL OR FOOTINC-� BELOW, OR IT IS L,4BELED UP ONLY 3� MST 4883 � P ONLY � � � � HOL DOWN � � v � < > INDIGf�TES TOP OF B�/�M ELEVP�TION OR PLATE HEIGHT ELE�/ATION Q RE "� � � � UP'°�=n,�� �.,,,�,^�' Z 9 ........�'I, 303 G�NLY ONLY � � ¢P:�c,� S�,�,� i � i i i 6 ELEV�4TI0 DIGATES TOP OF STRUGTURf�L FLOOR SHE,4THING � `a� �,r,�,fi _( )=14" L �3 -14" LV 7 HEf�DERS SFfp.LL BE (3)-2X8 UNLESS NOTED OTHERWIS�. ALL � � ���,�,,�� HEADERS SH?.LL BE BUILT OUT TO 5 I/2" (3 I/2") WIDTH BY -,,� 2 J BEARIN W�LL O'h/E i i BEARINC� WALL BO�/E IMPSON � /�DDINE� PLYWOOD SP.4GER5 /�S REQUIRED � . �,E SIMPSON o j � qq'-10" DU2-SDS-2 5 �'�� a j , � HDU2-SDS-2 5 51M SON � � OLD DOWN Q 8 P�LL GOLUMNS SH,4LL BE (3)-2X6 UNLESS NOTED OTHERWISE S��{.,�,J."r- OLD DOWN MS G48B3 � i TOP OP ��"� q WOOD GOLUMNS SH/�LL BE GONTINUOUS PROM FLOOR i �y � � PLYWOOD � i �'°°'�� � - i j � TO PLOOR OR FLOOR TO ROOF. TRIMMERS SH?.LL BE ?�DDED TO H ANC�ER = - I' I /� '� 2'-O /4" HB �ANGE NOTED GOLUMN SIZES ?.S REQUIRED 53 I � '� � � P � 10 �INDIGftTES INTERIOR BEftRINE� W,4LL5 FLOOR JOISTS �-� BEARINC-� LOGL�TIONS SFf,4LL LINE UP WITH STUDS BELOW ii8X2 i � i i i II. ,4LL EXTERIOR WP�LLS SFiALL BE GONSTRUGTED USINC� 2X6 OR BIGGER W STUDS R�FER TO EXTERIOR W?.LL DETAILS FOR ADDITIONAL ., � / I " BGI/6000 � � WAORS SHORTER T.H NI�O'-O" DSTUDS 5HA L�BE DPA E'D I�4" > i I 4 i i � i i i FOR WALL SHORTER THP�N 14 O AND T�LLER THP.N 10 O � � H S 4X4 I/4 � SI PS - 5 i i '7 G�LUMN Iz ALL BE�M/BEAM �ND BEAM/GOLUMN GONNEGTIONS SHALL B� W � MIT414 ANC�ER � � MADE WITH SIMPSON STE�L PL�TE GONNEGTORS UNLESS NOTED Q i TYP. i 303 i i i i OTFiERWISE. � Q, ii - - - � - 14" GI/6�0 13 RE P.RGHIT�GTUR�L DRfaWINGS FOR LOG?�TION AND SIZE OF � i i ?.T I'-4" ROUGH OPENINGS IN WOOD STUD WALLS � I � � 0 UP I � I I 14 RF SHEET 5300 FOR C�ENERAL NOTES � HSS 4X4X1/4 � � 4X4X1/4 � i � Q ONLY I5. RE ARGHITEGTURA�L DRAWINGS FOR HANDR�IL /�ND ST�41R � GOLUMN � P ONLY � ��j i i � � i P R�M I N G D E T,4 1 L 5. Q (V r � � � I6. ,qLL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM � � � 3� i i � I i i FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RP�KE W?�LLS). � � 2 � � ? ° "�s. � Q � i �-a i ° , �!J i�'-2 3/ �� � � i N i i i � I/4" dUSTOM � � � I ���� � � x � � ���� � i �� �� �I � \� i i STEE SP.DD E EMBE 7�T � � i � � PL�.��4 1 � I/4" = I'-O" � � > � � S OI i i �MBED i U i i i i PLATE B O LY _ i � � � i i i C3)-I�?-" L�/L m i i , i � SIMPSON � � /1 � �' _ _� _ �� �V = HDU2-SDS-2 5 �/ J � - - - - � - - - - - - m Q i �4M � i _- i OLD DOWN � 2 � �r 4 � 51MPSON 301 '� � l � e— HDUZ-5D5-Z 5 S OI OLD DOWN i 2 i_ 11-� 14" �GI/6000 � � S� i � � � � � �� 5301 � �z ?.T I 4 J GER J � �i4'-4" � 0� � N � (V j(� TOP F � � �� �� ,.` �/ � ,� N- PLYWOOD � � � S I MPSON I I I �� I � — I I � �DU2-SDS-Z.5 � _ _ _ _ _ _ _ _ _ � _�.°LD °��,�,,0�_ _ Date 12/09/08 � � I--- -- ----- I — -- -----I-- I- ------- ------ -- Drawn By AVN i oo'-o" � � ; ' 6 s AB �� � Checked By HS issoi Project No. 7816 � ' ' ; � � � p� Revisions , ;�� � � i , , i 04/24/09 Permit Set � 06/04/09 Revision to Permit Set � � � � �� � i � I I 07/22/09 Construction Set 2 � TOWtI � Of ���� � � ; ioo�-o'� � � � ioo�-o�� ������� 3 � ���� � � SLftB � � � TOSL,4B � � � i � � i � i � ' ' b, _ , � � ; � � � , � c� � o � � � ; �' D � , � � , � � � �dOV o 2 �009 � � s � � � � , � , - � � � � � � � TO1�l� �F !/�I L � � - � � � � � � � H :\ACADJOBS\7816\7816-s101.dwg, 10/28/2009 12:09: 16 PM, \\DC-AVON\Avon Xerox 6Z04 � � e} � � �� _ � � s s�� yc -r�r., � I �� • .lQ _ _ — _ _ _ . �L�� o�� � a � UJOO1� S�E�4� UJ,4LL SC+-4�DUL� � - - - - - - - - - — - - - - - � P,45TENER /�T �/�STENER /�NGHOR BOLTS AT 3X SILL PLA"fE � � (�����j�� � � i� i � i i NOTE TYPIGAL FLOOR � TYPE/SHE�4R GAPAGITY S EATHINC-� P,4NEL EDGES SPP.GING FOUND,�TION GONN�GTION TO �OUNDATION � � i I JOIST IS 14/20 GL � i� I/Z �Q> � 3/4 � X 10 �HILTI � � (�/� IXG a ) � I I I UNLESS NOTED OT E'RWISE �� � u o n I � 51 225 LB/PT 12mm (0.47") OSB 16 GA STi�PLE 120mm (4.7") �T 3-O KB-3 AT 3-O i i i i �� �� � I . '�a S2 335 LB/�T 12mrn (O 4"1") OSB 16 G?�. ST?�PLE ?Smm (2 a5") I/2'�m �� 3/4" � X 10" HILTI i � p`T ��-���" " I I i�T Z-O KB-3 AT 3 O /20 L (✓.5 X -I�i ) 3.5mm � X 65mm I/2"� 3/4" � X 10" HILTI � � SIMPSON MSTG40� i � � � � � S3 380 LB/FT 12m (O 47") OSB (gd NAIL) IOOmm (3 Q") ,4T I'-6" KB-3 AT 3'-O" VERTIGAL i i SIMPSON MSTG5� HOLD DOWN I FLOOR-TO-FLOOR � 3 Smm � X 65mm I/2"� 3/4" � X 10" HILTI i i ' VERTIGf�L FiOLD S� 4Q0 LB/FT IZ� (O 4"7") OSB (gd NAIL) 7�mm (2.a5") /�T I'-4" KB-3 AT 3'-O" ,� � ,� i i UP �� 2 � � DOWN STRAP � - _..1 � �.� ONL �� ��.�,��..� �-��,cT--�--:, I A LL PLYWOOD P.4NEL EDG�S SFiALL BE BLOGKED BLOGKINC� SHALL MATGH THE STUDS AT ADJOININC� PANEL EDGES I I �T-O �U �i i� X� I � � 2 PASTENER SPf�GINC� /�.T 30 � mm (IZ") O G ALONG IN'fERMEDIATE FRAMING MEMBERS MAXIMUM X! � m Di i_ i `t � i i I � c0�� �- i �p 3� � 3 STAGGER ALL SHE?.TH I NC� O I NT AND 51 LL PLATE N/�I L I NC-� • 4 NAILS SFiALL BE GOMMON R C�AL�(?�NIZED BOX IN PLYWOOD SFiEAR WALLS � i i �`'� i x J� i_ i ��� i ONLY i ! S, �� ��' '� 5 ALL PLYWOOD PANELS SH LL BE AP� Ri�TED EXPOSURE I SHE/�THINC�, UNLESS NOTED OTHERWISE m �� i_ I :�� 6. EXTENT OP SFiE?.R W�4LL ENOTED BY — • — • — • — I I lC ' �� �� � �� t 14/20 C�L . � ' "7 I/2"� X ID" ANGHOR BOLTS MA REPLAG�D WITH SIMPSON I/2 � (X 4 I/Z EMBEDMENT) TITEN HD ?�NGHORS ?.T EQUP�L SPAGING. � � � I � �i i� UP I 14/ZO�L I I10'-a" I AT 'z O"Q') I � 8 SIMPSON HOLD-DOWNS SH,4LL BE ,45 TED ON PL/�N ' Q � I� d�' �i i� ONL (5 5"/X 7.�i") � � � � �i SiMPSON �LOOR TO FLOOR STR�4P5 SHA !�BE AS NOTED ON PL,4N5 � xi �� /�T '-O" T� OP , °' i � � � `fl W i j� � i PL�WOOD � � ' ' � � �� � I PSON MSTG40 � i 8 N�RTIG,4L i i j i i i � LD DOWN � � ' Monroe & Newell 30 I �-� 3/4"i i 10'-O" 12'-8 I " � 6" GONdRETE 303 � i � � � i SIMPSON MSTG52 Engineers, Inc. ✓ I " 10 I/2" ST/�IR� � . V�RTIG�L I � EMBED �MBED q I HoLD DoWN Avon � i PLATE (SIM.) PL�tTE B °'+. � � � � RE 53Q3 � RE 530� ' (V P O Box 1597 � � 30 ( � 70 Benchmark Road,Suite 204 � - - - - - - - - - - - - - - - - - - - - - - - [II4'-II'] � � � [Ilo'-Z"] u� Avon,Coloi ado 81620 - - 't ' . , FAX(970)949-4064 � � _ — - - - I _ � -_�__i —� - - -r-- _ ___ __ - _ EMAIL avon�a monroe-newell com 4 �� - -�� _ ' 1 i i 105'-O�/4" �" a i N a � i a � Denver I � � � TOPa OP I I 1 I d N 1701 Wynkoop Stieet,Suite 200 I ONGRE'fE � ,i Denvei,Colorado 80202 � i d d 4 i'1�777 � ���`j d l � � � (303)623-4927 � I 4 4 a I 3 I � d d Q� i I aa 30 N EMAIL denver FAX(303)623-6602 I \ @monroe-newell com i i / a d 3p a j a HOT � � `- � a ' Frisco _ -0 � � �y " _ � °' _ F n e �, u . - ; °- � � � I o I 619 Mai Str et,Swte 7 � ---"' —"�— ` ���— --- — ------- d � d Q � � nsco,Colorado 80443 O -a I � N ' � I da ' p I FAX(970)668-3759 O I SL?.B GTUR,4L I � d d ql'a �_ �� ' � � i a d i i d i a @ I I d d � EMAIL frisco inonroe-newell com u1 I � 105 7 a 1 d � °� _ d i i i SI�M�PG40 6 a � STRU�TURA , i � d �� a a 10" TRUGTURi�L �� - � ----4- --- � ('15 Q X 7 5") H?.NGER HO LD�DOWN 3O �I � d I �_ SLP�B i a � a i �A B a i i F�I O R L L A V� I R GOLUMN � i GONNEGTION �i � � �a a ' 8" a III�_��� a � �4 ' � pO.P. •���,��h ��s , � a a °� ! ;, • O;•' '°�'' '�, � � � d a � d TOP�OF d ��� � SIMPSON � ' p:�� ��� � �^� �� 20/36 GL (1 q" X 14 2") 3O UP .,,� _ i a ° aSTR GTUR,4L �� HDU2-SD52 � � S� � .� �: i i UP 106-O ------ ------ � SLf�4� a d i � HOLD DOWN �O �p (\V � „ dJ � � a � a d ' � I ' ..� •°, - - - - - °a d d a � � 3 � � •�`SJw:�-� � I - SIMPSON x ATI�C�OL (6-1" X -1.5") 5 ^ -I Q - Q� � ���,., � _ _ _ _ _ _ MSTG66 _ _ � �� _ ' t - - - ���GZ - i i - - - i - T� -i�- -�6- - - HOLD DoWN �" 160/400 �L (6 3" 5. ') GONTINUOUS ����� X -��,�� 30 - - - — - ---------�------- ---- --�-�- --------------- ---------���-� --� /7 4 ,¢��� � � 12 GL i N ' ?�T 2'-O" -- �4 X q. I � �� � —�- —� ,,,.. � /�T 2-O 17/I�i C�L (6 7" 7�") � 160X360cm 160X31 c ! ���-a I - _ __________ (6 3" X 14.1") (6 3" X I 2" � TOP OF � • RE ?� GHITEGT ------------ -- GOLUMN GOLU i PLYWOOD � FOR �OP OF � FINISN EL�VATIONS � � I6/ZO GL ( 3��x-�.a��)- • I � � I r EXTERIOR LL ABOVE ( -�4/ZO (5.5" X 7.a" Z)-14/2� GL (5 5" X 7 q" I MBED I� � 18/�O C�L I" X -1�i") i I � 3O PLATE A-8 3/I6" I IS'-I �� � Iii � 3/4 � — � III'-3" � -� i 20/20 S� ' � S� TOP OF I W � � - _ , „ , O' I � I S 1 , i- �r I i GOLUMN a ) � ST PLYWOO � � J Q i � � � � Q �- ,� �X l() j ^ � � ���`f`�,��'���g�,�`�„fi(�'°� • �,,,�� I N rr� _• i �9 I � � � � � � _ Q � � � �� �� � IZ/24 GL �� ONLY P �kNDN ' � IZ/�4 C�L � � `�' � 0� � m 14/20 GL � � I X • . i _ �� �� (Z)-14/20 C� 5 5 X 7�i � X (4-i X �i 4 ) mr x � � � /�T 2 O��q � ^ �� �� i DOWN i I � � I - � � A T 2 O��.4 � (V N . A.T '-O" � I C.�� Q � 3� � � � i iii�-3�� X� �5�����„� = I 3 v I I � �J P OF Q�V T Z'-O" � xl I I I I � �o (�o � I � O� i � 18/�O CL (`/ I" X 7 9" GL) S, I ABO E P YWOOD 3- � I ���: � ( � ) ,� 0 " `- ' HSS 4X4X1 4 � �J . � �N � � J � Q I � � 0 1��1� ' i i GOLUMN i i i i � N � � O 18/18 GL " X 7") . Q � � ONL � X i N ���,��q„� � ____ 6/�20 GL (6.3" X 7 a" HSS 4X4X1 4 � N I_ � �, U �`1 5'a X -1 5���� AT Z'-O" � -- - I i�l G O L U M N D W N C J� � � _ , � _ .-- � o I � �� � �� � � - - - _ O' /42 24 GL (�i 4 �C 9. ) � - - --60� ' - - � �- +��- - - - - - - - - � -� - - - � � � � � - - - - 14/20 C�L � J i -- -- ; - - - - - - - - - - — � i -- -- _� �' (55" X 7�i") i � ' — • — — — —• —' i I �' • �.-r z�-o° �J S3 � i I 4/20 C-�L �I I � N 20/20 i � �T�2 X�a��� �I � �� SIMPSON STG52 � � �/ERTIGAL HOLD � � � h.�i" X -1.�1') • � 12/�4 E�L i � y N � GOLUMN � � • — • — •— •— • • — • — • — • — •— _ • — — • —• — . \ (4.�,� X �i4") , I S DOWN S P � , • _ - ,4r 2 o i�i�� ,4�i�IC T�D TIMS�i� STRUCTUi�� NOT�S: W � > N r � I � S 1 �I ' � � � I � � � I P ��/�BR�C"G/�TED TIMBER STRUGTURE ABO�(E M/�IN LEVEL SHALL BE I EXTERIOR LL ABOVE � - -� �N 12/24 L � S1 SU LIEIJ BY MANUFAGTURER i I6/20 GL ( 3" X 19") � i i`'� (�4�T�X 9.4 ) � � :. � �� � I � ------- ----- --------- J � � � I ,� 2. FfqP DRAWINGS SFf�LL BE SUPPLIED BY THE MANUP,4GTURER AND - - - - - ------- --------------- �Z �L2� C-�L i- - - - - - - - - - - - - - - - - - - -G� -N - �-=- - ��L�HE�QN��Tn�A�R�HITEGT ,4ND STRUGTURA�L M8/ZO GL (�1.1" X -i.�i") � �� �� x �7 a��� x • • �- M ��-O E INEER PRIOR TO FABRIG?�TION SHOP DRAWINC-�S SH/�LL INGLUDE � - � ' T FOLLOWING ITEMS U1 � I � � i i I �X� ,4 iROOF ,4ND UPPER LEVEL FR?.MING PLAN SHOWINC-� f�LL MEMBER SIZES S� � � � � (2)-12/Z4 GL (4.7' X a.4") Z)-12/24 (4.7" X a.4" rt-� (BE/�MS, JOISTS, GOLUMNS, BEARING WALLS) Date 12/09/08 � J S� � I � B. PREFABR G�aTED Wi�L�E EV?�TIOOD MEMBERS 1' I I � i I i I iROOF, FLOOR ?.ND YJ/�LL �SSEMBLIES INGLUDINC� SFiE?�THINC-� AND Drawn By AVN cp � � 14/20 E�L (5 5" X . ") � S� I �Z�-12/24 GL (47" X 9.4") E E EV?.TIONS OF faLL BEAMS i I�/I�i C-�L ' � A T 2'-O" . . (6-1" X -1�") � � � � i � i(2) 12/24 GL (47" X �i 4') F. GONNEGTOR SPEGIFIGP�TIONS C hecked By H$ AT 5'-O" ' -� �� . , i G iALL HEf��/1' TIMBER GONNEGTIONS � `' � � 3 DE�IE�N ?.ND SUPPLY OP .4LL PREFABRIG/�TED BEARINE� GONNEGTORS TO THE Project No. 7816 i 2 /24 C�L (1 q" X �i 4") � i STUB ' M,41�1 LEVEL, INGLUDINC-� HOLD-DOWNS, SH�LL BE THE RESPONSIBILITY OF THE i GOLUM � � 100/IOOmm PR�FABRIG?.TED STRUGTURE DESIGNER ReVIS10nS `J — • • — - - - � 4 RE SHEET 5300 FOR GENER/�L NOTES � , — •— • — • — • — — • — • — • — • — • —• —• — — •— • - - - - - - - . . — . — . — . _ SS 4X4X3/8 � 04/24/09 PermitSet � � - _ _ _ _ _ _ _ _ _ _ _ _ _ S� _ _ _ _ _ _ -___ _ _ _ i i 5 �4 MINIMUM ALLOY�BLE BENDING STRE55, Fb FOR GLU-L/�M MEMBERS SH�4LL BE - � _ 30 OPSI TENSION /�ND GOMPRESSION SIDES) I�i/19 — • — • — — • — — • — — - - - - �� � �� 06/04/09 Revision to Permit Set � �� �� � ��� ('1Sa X '1 ") t!�p �7�� x ����� '` '` '� 6 GLU L�4M MEMBER SIZES ARE SHOWN IN BOTH METRIG (cm) AND SI (In) UNITS ON P h�€+ V� 17/14 GL O SZ GOLU N F,�a GOLUMN (6..�" X .��") �Q� GOLUMN � S2 � � E m �m � � E m � �z ,4T ��-o„ N= ^ -. :. _. cv 0 X 0 x 0 x 07/22/09 Construction Set � - � �J� z0/36 GL (7.q" X 14.2") -� u�La �u� � � � 0'�N � p'v'N U � �X �X ��r �� �OQ. � �� �� , , �� � 0 ���z N-z a- � �x �x � ON Q� pN (L � F- C= �_ �= C= J t!1 t(1 N l!1>L l t(1>Q r� r� r� r� O�N �`' �`_' �`_' . i � z ��3 2'-O" Z3'-5 I/2" c1'-O" � 10'-3 I/2" � � -1'-I I I/2" N�Ll 10'-5 I 2" �_ �� � i I -1 �i I � 2 3 � � � � � 9 1� � 5 � � � � �� f 1� � � �� � � ��� f N�� �� �1� " N ��4�� _ ��-o�, H :\ACADJOBS\7816\7816-s102.dwg, 10/28/2009 12:09:27 PM, \\DC-AVON\Avon Xerox 6204 ii f � � ' i - UJOOD S+-4�,a,}z UJ,4LL SC�-I�DUL� , ��� TYPE/SHEp.R GAPAGITY SHE?.THINC-� F�STENER AT PASTEIVER A�NGHOR BOLTS A�T 3X SILL PLATE � -� PANEL EDC�ES SPAGINC� FOUNDATION GONNEGTION TO POUNDATION �j � � � � �� - Sl 2�5 LB/PT 12mm (0.4'1") OSB 16 C-��4. ST�PLE 120mm (4.7") I/Z'�� � 3/4" � X 10"�HILTI AT 3 O KB-3 AT 3 O I/Z"� 3/4" � X 10" HILTI � � � � � � S2 335 LB/�T 12mm (O 4'7") OSB 16 C�?. STi�PLE 75mm (2 G5") AT 2'-O" KB-3 AT 3'-O" ' ' 3 Smm � X 65mm „ I/2"� 3/4" d� X 10" HILTI i i i i i i i , , � S3 380 LB/FT I�mm (0.47") OSB (8d N/�IL) IOOmm (3 9 ) �T I'-6" KB-3 AT 3'-O" , S4 4Q0 LB/PT Izmm (0.4'i") OSB 3�mm � X 65mm -��mm (2.G5") ������ 3/4" � X lo" HILTI � " ' ����'��ce� (8d NA.IL) ?�T I'-4" KB-3 AT 3'-O" i i i i i + ;� I ALL PLYWOOD Pl�NEL EDGES SHALL BE BLOGKED. BLOGKING SH�4LL Mf�TGH THE STUDS ?.T ADJOINING PANEL EDGES. Iq/la Iq/la � �, 2. FASTENER SPAGIN� AT 300mm (12") O G. /�LONG INTERMEDI?.TE FR<�.MINC� MEMBERS M�4XIMUM �7��� X 7���� (7 5" X 7 5") ' ' i GOLUMN i � i i GOLUMN i y�,' r..� 3 STi�GGER �LL SFiE?.THINC� JOINT AND SILL f'L/�TE NAILING � 4. N�ILS SHALL BE GOMMON OR GP�LVP.NIZED BOX IN PLYWOOD SHE�4R WP.LLS � 20/36 GL (7.�i" X 14 2" GL) r 5 ALL PLYWOOD PANELS SHALL BE f�P,4 R/�TED EXPOSURE I SHEATHINC�, UNLESS NOTED OTHERWISE � i i ^ i i i 18X18cm in 6 �XTENT OF SHEP�R W/�LL DENOTED BY — • — • — • — „ „ �. '1. I/2"� X 10" �4NGHOR BOLTS MAY BE REPL?�GED WITH SIMPSON I/2"4> (X 4 I/2" EMBEDMENT) TITEN HD �4NGHORS ?.T EQUAL SPAGING. UPI ONLY ) r x 18 18c J '._ � 8. SIMPSON HOLD-DOWNS SH,4LL BE /�S NOTED ON PLAN � CJ2 � t- P'10NL I" I I I , y q SIMPSON �LOOR TO FLOOR STRAPS SH�LL BE p.5 NOTED ON PL?.NS �p � - - - - - - - I� � ,� - - - I — — — — — — — — — - - - i � �TZa o� ��s° x -r a°) � � S2 Monroe & Newell , „ Q � I � � � � � � Engineers, Inc. 2 a� io 3�4° � I o Avon ' I X �I WP�LL ABOVE � � � � P o sox 1597 1� _ _ • -------- �--�- _ _ _ --_--- _ _ _ _ _ _ - - - - 70 Benchmark Road,Suite 204 �°� J ___________ - - Avon,Coloiado 81620 W — J --- - (9'70)949-7768 �'i����48i�IC�4T�D TIMS�fi� STi�UCTUi�� NOT�S: ' <��0�-8 v4' , � , , , FAX(970)949-4054 � EMAIL avon@monroe-newell com I PREFABRIGAT�D TIMBER STRUGTURE f�BOVE MAIN LEVEL SHALL BE � 303 SUPPLIED BY MP�NUFAGTURER HSS 4X4X1/4 � � Denver 2 SHOP DR.4WING5 SH?.LL BE SUPPLIED BY THE MANUF�GTURER AND GOLUMN � 14/�O C�L (5 5" X �9") S� • �" AT 2'-O" � 1701 Wyillcoop Strcet,Surte 200 Denvei Colorado 80202 REVIEWED BY THE GONTRAGTOR, ARGHITEGT AND STRUGTURAL I .- �"'��` (303)623-4927 ENGIN�ER PRIOR TO FABRIG,4TION SFiOP DR.4WINC�S SHALL INGLUDE • 17 q i'AX(303)623-6602 THE POLLOWING ITEMS I � S, I S, I � EMAIL denver cr monroe-newell com /�. ROOF P.ND UPPER LEVEL FRP.MING PLAN SHOWINC� /�LL MEMBER SIZES • (6.7" X 7�") TYP (BE/�MS, JOISTS, GOLUMNS, BE,4RINC� WALLS). I — — — — — — — — — — — — — — — — .— I B. SPEGIES AND CRADE OF ?.LL WoOD MEMBERS • `� -� Frisco G. PR��f�BRIGi�TED WALL ELEVP.TIONS � � � � `S2 (U � � 619 Main Street,Swte 7 D ROOF, �LOOR AND WALL ASSEMBLIES INGLUDINC� SHEi4THING ?�ND ' ' Frisco,Colorado 80443 GONNEGTIONS. � � N (970)668-3776 E ELEV?�TIDNS OF ALL BE,�MS • ' �. Fax(970)6C8-3789 F. GONNEGTOR SPEGIFIGftT10N5. � � � � � - � � EMAIL frisco@inonroe-newell com G. ALL HE��/'r' TIMBER GONNEGTIONS ' X � 3 D�SIC-�N AND SUPPLY OF /�LL PREF,4BRIG,4TED BEi�RINC� GONNEGTORS TO THE � Q2 �' � MAIN LEVEL, INGLUDINC-� HOLD-DOWNS, SH�4LL BE THE RESPONSIBILITY OF THE i � � � � .� � � PREFABRIGATED STRUGTURE DESIGNER �i 3/4�' 6'-5 I/4" �� ._.I 51MPSON MSTG66 LOGZ ,,� , „ � IV TO-PLOOR VERTIG�L 'QQ R'�G,�, 4 RE. SHEET 5300 FOR GENERP.L NOTES SIMPSON MST 40 I10-�i HOLD DOWN STRA � Q�•'"��(��"••;'�%'� FLOOR-TO-FL OR � J 14/z0 L (5 5"i X '1 q")� � i O���G S,p••.� 5 A MINIMUM ,4LLOW/�BLE BENDINC-� STRE55, �b FOR C�LU-LAM MEMBERS SHALL BE �-r 2�_ �� TOP OF I � v�,�,'� -���,'S-rt 3000P51 (TENSION AND GOMPRESSION SIDES) I PLYWOOD � � O;� �,;t�,, � � � �' `' 6 GLU-LAM MEMBER 51Z�5 ?�RE SHOWN IN BOTH METRIG (cm) AND SI (in) UNITS ON PLftNS HSS 4X4X1/4 i . Fi5 6X4X3/8 H 5 4X4X1/4 i • GO UMN DOWN � -O dMN 3O G LUMN , '• . i�,�`" �0{}�0 14�z0 C�L �5 5" X 7.q") � la/I�i � �`�f_ i � ' Ib� q i ,4 i 2'-O" i ���� X -15") i (`:,- I�F.?'- -I/4"> GOLUMN " ' " i � ii � � I _ i i �� ' i i � � i i (Z)-I /20 GL (�i�i" X I I" E�L) - '�J' �i . � i i i i W W � � � �'JZ � � � � � � � SI PSON MSTG O � I � � Q � OOR-TO-FLOOR ° I W � 2 P � � m � � � ' � � � I � _ � � � � � � � � � Q Lll' ° ° UP NLY � � � i BEf*RING W.4LL i Z I � Q ?.BOVE W I OX4q <I10'-8 I/4"> L. G - - • — — — . _ , -- ------ ^ �..���,�, — — — — • �. - - - - - - - i = � i�U � - - ----- . i � S 2 J r O i i^ �,-� BE?��R IB C� 1�1P� L _ �p I � �X! �� X ' � m 0� � Q - i dJ= N i u� ��N _i i i ' p..� I i ��Q O LY i �X ��'� 0 �pJ. � 51MP50N M5TG40 � � � �° FLOOR-TO-FLOOR I I � �p � S2 � VERTIGAL HOLD U � I � S I I D O W N S T R.4 P > W � � i ,� � i I i� � � �� i i �5��" yC��i") ' J i i� . � I— � _ _ . �L�' o"- - - - � � D - - - - - - 14/28 GL - — — — — — , w V� � � (✓�" X I I") � � � --� � � � NOTE• TYPIGAL FLOOR � � . JOIST IS I4/ZO GL � 1 � i 0 � �5.5" X 7 a") �T 2'-O" C� � � i 14/2 GL (� • UNLE55 hlOTED OTFiERWISE � i � i � � �5 5" iX 7.�i"� � � � � � � � ?.T 2'-O" _ I � � � 1� �20 � ,(s s�� x -t a��) � � � SIMPSON MSTG40 � j I SIMPSON MSTG52 �/ERTIGAL � � HOLD DOWN I �LOOR-TO-PLOOR � � � � � i UP � 2 � I DOWN STRAP LD =� '� � � ONL �� � ��_ � �� I� X� � Date 12/09/08 i i l�X� i - pi i� , �t_i i i � �_ N � , �� �p Drawn By AVN � I , , `��'� , x �, ;m , �' i ONLY � ' S� �� Checked By HS I � m �� �° . `� �Y� �`r' \ 14/20 GL � � Pro ject No. 7816 i i i i � Oi i� i / i i �55" X 7q") � � �� � UP 14/20�L iio�-a�� ' " • .� Revisions i�T Z-O �'`" i �5 5 X 7 G � � ,,�' "; '�t i �� ONL " Q I 2 '�t �� I� �T '-O" TC�P OF r � � � � � w; �� � � PLI�WOOD � 04/24/09 Permit Set - , � I I PSON MSTG40 06/04/09 Revision to Permit Set � i 8 N�RTIGAL i I j i i i � 30 LD DOWN I ,_� 3/4"� � / 10'-O" 12'-8 I " 07/22/09 Construction Set � i 303 i ' SIMP50N MSTGSZ i 6" GONGiRETE � j � � � I VERTIGAL 5 I " 10 I/2" STAI � � EMBED EMBED � HOLD DOWN � � j PLaT�_ (SIMJ PL?�TE B q � '�" i i i I RE• 53Q3 i RE: 530� 3O � N � LI 14'-I I'l � � [I10'-2"7 � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �— - - - - �� - - � � - i _ - -� - - T— -- _ d" ` ��_.__ r___�_�_� � 105'-O�/4" d � d i a a� (\V � I � i TOP OF � � � � � d N - � OAGRETE a �� � • � a ,e� � i i a Q aa �� a Qi Q 30 N S � � � � � 1�� f � �� � ��� f l�l� �� �l�l � � � a � 3 � a a ; � � a � . N i i � � � a 3O a i � � a � HOT j � I/4" = I'-O" I . i i i= o i - _ ------ ------ ------- a L� i � � N — - O - � i-�- --� -- d dQ a Q� � a i �� H :\ACADJOBS\7816\7816-s102.dwg, 10/28/2009 12:09:35 PM, \\DC-AVON\Avon Xerox 6204 I I I� I I 1 �7 ��� X � I I . UJOOD S�--E��4iz UJ.4LL SC�-4�DUL� ; s2 I � � i : � � � � F,�.STENER AT PASTENER ANGHOR BOLTS P�T 3X SILL PL�tTE i � TYP�/SHEAR G?.PAGITY SHEATHING i i i i I � � � d' i � � � �� PfaNEL EDC�ES SPP�GINC-� FOUNDATION GONNEGTION TO FOUNDATION i . � � � � Sl z25 LB/FT 12mm (0.4�") OSB 16 GA. STAPLE IzOmm (47") I/2"� 3/4" � X 10" HILTI i ��� � O �T 3'-O" KB-3 AT 3'-O" i � ��j � i i i� i i i � � i 1 S2 335 LB/FT 12mm (0.4'1") OSB 16 C�?. STP.PLE 75mm (2 q5") I/2"� 3/4" � X 10" HILTI � . � f�4T 2'-O" KB-3 AT 3'-O" i ° � � ° S3 � � � O Q . 3 Smm � X 65mm „ I/2"� 3/4" � X 10" HILTI i i i� • i i i � � '° I S3 380 LB/FT 12mm (0.47") OSB (gd N�IL) �OOmm (3.q ) AT I'-6" KB-3 AT 3'-O" i � �F-�} 6 3 ) � � �� 3 5mm � X 65mm „ I/2"� 3/4" � X ID" HILTI iQ S2 � 14/18 (5 " X '7 I") aT 2'-O" � S4 4q0 LB/FT 12mm (O 4"1") OSB (gd N,41L) ��mm (2.G5 ) AT I'-4" KB-3 AT 3'-O" i i i i 2 0 0 � �� i , � /-4T 2-O � I �.��-��;�.����,c��•= I i�LL PLYWOOD P?�NEL EDC�ES SHALL BE BLOGKED. BLOGKINC-� SFiP.LL MP.TGH THE STUDS .4T ADJOININC-� P,4NEL EDC-�ES. i • � 2. FP�STENER SPi�GIN� �T 300mm (12") O G ALONG INTERMEDI/�TE FRJ�MING M�MBERS MAXIMUM. � � STUB 3 � � �� � � 4 �2 � GOLUMN Q , 3 STAGGER ALL SHEATHING JOINT AND SILL PLP.T� N?.ILINC� i �_ ,� ;� , 4 Nf�41L5 SHALL BE GOMMON OR C-�?rLVANIZED BOX IN PLYWOOD SHE�R WALLS i 4—�? � �` `� 5 ALL PLYWOOD PANELS SHP.LL BE APA R,4TED EXPOSURE I SHEATHING, UNLESS NOTED OTHERWISE i i i i� � � _ i20/40 G1r _ , 6. EXTENT OF SHEAR WALL DENOTED BY —• —• —• — i �p � -� o r � (7 X 17 3 L) ,„ U1 �� �� i -� �. � 7. I/z"� X 10" �NGHOR BOLTS MAY BE REPLAGED WITH SIMPSON I/�"� (X 4 I/Z" EMBEDMENT) TITEN HD ANGHORS A�T EQUAL SPP�GING � � � � C� o -1 x 8 SIMPSON HOLD-DOWNS SHALL BE ?.S NOTED ON PLAN � � � �i � I � � �- � � � � � °- . .J + '. �i SIMPSON FLDOR TO PLOOR STRAPS SH,4LL BE f�5 NOTED ON PL/�NS i I � � 0 � � � Y , i i i ii i i � X ° i � � x I �� � i � � - _ � i i � , ' ' ', i ' ' ' ' Monroe & Newell � S2 j � S3 Engineers, Inc. � I I �I I � I I � Q Avon � � P O Box 1597 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 70 Benchmark Road,Suite 204 � � Avon,Coloiado 81620 I I � FAX(470)949-4054 � I I I I S, fV � � �i � EMAIL avon@monroe-newell com � '— °— ' � Denver I I S B X X � 1701 Wynkoop Street,Suite 200 G LU N I I I = I I � Q—I? _ � I Denver,Colorado 80202 — (303)623-4927 ,C 4•12 � 1' ' FAX(303)623-6602 � J �� EMAIL denver@monroe-newell com i i l� I 24 GL (! i" �i 4" C�L) i i � i i � � i � 14/I6GL (55" X63") N ' � � � Frisco — � � �.r �,_�„ — N � �; 619 Mam Street,Suite 7 � x � � I6 CL I I Q � I I � �.J"� Q2 � � I Fr�sco Colorado 80443 � _ �\ , (5 5" X 6 3" T 2'-O" — — Z -� — _ — — (970)668-3776 � � FAX(970)668-3789 I I � {, �? � ' EMAIL fn5co@monroe-newell com � i G L M � � � i � � i 5-1- � \ 14/I6 L (5 5" X 6 3" GL) � d� - - • —� • — — i i �T 26 i i I � pC1 ��G I Q • �* • ,'S�. ❑ STU H55 4X4X 8 5TU�3 i � ' � p:��S. .S,�p•�,�,� � � GOL MN GOLUMN GO11UMN i i i '�, � � ° � i � i � I � � i � i S1 i � � i S1 ��� ��n;� I � i � �-_ .� J ' _ S2 _ � S2 � � I' i � i I � i i i Il� � s - --� 16/ZO E� I /ZO GL —. _. _�______--� � i i t; � - - - - - - - - -Q (6 3" X 7.a" L) f] �6 " X 7 q" GL) i i i ,—'• — — - - -i 18/36 GL�1,1'_X 14,2" L) _? iSl _ � � - i / o, o - - i - - - - — �� ^ I i � `-�� � ��tr.�: , i S� ' i � i _ . I ; � ; ; � � � � - � Io�� ; i i � i � i i N � S1 � � � S1 � � �t � � � 0 . 0�_ � i � � i � ^' + I i � AT2�GL ( �� x 7 i �� GL) i i - - � ' „ 14/22 CL (5 5" X 8"1" CL) �i � � 14/6 CL (5 5" X 6 3" GL) � � AT �6" � � Ni � � i �T 26 5" � 14/22 GL (5 5" X 8 7" GL) - + � i � � � � �-------- , AT 26" i X� = i � � � � � J � _� , r ' o �' , i , ; i � . � � 0 = � i � � � ' � � � � � � I � �� � � � �� � ' -. -. l� l� �U � -�i � i ' � � � '------- ' �tU � m m in j ', � _ � � � ► • r r r = �, ' � ' ; ' i ' _ �� �� I � � � t- jyl - - - , �i —� I i � i �/�F�-�t� -G-"�17�"� ) L�W 0 8X35 i S1 � r X 4•12 X 4 I� X U t � � X X x - _— - —_ - Q2 � i i i i 18/44 GL (-1 I" X I-13" GL) HIGH � O � i � � Q - 4 12 = = � � � = i i � � !— J � � � � J Q I � -�. � � �r �r �t � � � � � � 3 � J Q �I s-ruB � s-rv � � sTUB s-ruB _ � ' �i � � GOLUMN cQ GOL MN cQ cQ GOLUMN � GOLUMN X �2 �• dJ c0 � i i i i i i = Q Q -I 20/ 4 GL h�i" 7 3" GL) U � - - - - - - - - - ___- - - - - - - - - - - - - . �. -. - -. -. - - - - - . � w s� 14/z0 GL ( 5" X 7 9" C�L) • i i GOLUMN � �T z6 5" � � � � . i � S3 � ' ♦ --------2--- �k � � J : � I � I �t- � � 18/44 G (7.1" X 17.3" L) � � � � i� � N N dJ� 18/18 (`7.1" 7.1") I 2 � _ J___ � � ry � N x � GOLUMN cJ� S1 � d'_ ^ r � -u� � 14/18 CLi(5 I/2" X 7 I") i� i � S2 i Q � , � ?.T 27 _ � � �----J e W 14 L O�/ERF ME � r o � � �} - - - - - - �� � - - - - - - - - - - - - - - - - - ° STUB i _ I STU - - �I - - - - - — S,9�Ufi�f�— - �9L � � s2 � � �� R��l��i�IC,4T�D TfMB�� STizUCTU�� NOT�S: O . I Q � � � I 8/44 G (7 I" X 17 3" � L) � � o � � PREF?�B IGf�TED TIMBER STRUGTURE ABO�/E M/�IN LEVEL SHLaLL BE i � SUPPL I E� BY M/�NU�faGTURER i RFR4ME I � '�t o I _ ____________ i � i i ' � � . SHOP D�W I NGS SH,4LL BE SUPPL I ED BY THE MANUPf�GTURER AND Date 12/09�08 f i � t" (V� RE�(IE D BY THE GONTR/�GTOR, �RGHITEGT AND STRUGTURAL � �2 i • X ENC�INEE PRIOR TO F/�BRIGaTION SHOP DRf�WINC�S SH,4LL INGLUDE Drawn B AVN � _ � � Jg--6 THE �OL OWING ITEMS Y I STU STUB m � S1 , i i „ „ � P�. ROdF AND UPPER LEVEL �RP.MING PL?�N SHOWING ALL MEMBER SIZES GOL MN GOLUMN � 1- � � �r --- «� x �'� (BE MS, JOISTS, GOLUMNS, BE�.RING WALLS) Checked B HS x � 14/18 CL (5 I/2" X "7 I") �i i B 5PE IES AND GRADE OF ALL WOOD MEMBERS Y „ G PRE ABRIGATED WALL ELE�/ATIONS I � I � '�`T �� � �i i � D ROdF, FLOOR AND W/�LL ?�55EMBLIES INGLUDING SHE�4THINE� AND Pro ect No. 7816 - 16/20 C-� - � - I 11/20 GL- - - - L - I - - - - - - - \' I - 11 1' GON EGTI ONS � ,� _ - - - - - - I - - - - - - i . _. _ _ . _- �6.3 X �i 9 LI �6. X 7.9 C�L) — — —• ' - � —€�� C�N�-9F-A�BE�A45- - — � O O i' i I 18/36 C�L C1 X 14 Z R@VISIOf1S -� � F GON EGTOR SPEG I F I G,4TI ONS � i - _ - - - - - - - S2 - - - - - - - - S2 - - - i - — — - - -- — — _ _ - i - _ � - G. ALL�FfEf�Vl' TIMBER GONNEGTIONS._ — - � - � � � i ' S� 18/44 C-�L (1 1" X I 3") DESIGN �ND SUPPLY OF ,4LL PREFABRIGATED BEP.RIN� GONNEGTORS TO THE 04/24/09 Permit Set � � HSS 4X4X 8 - � � � S� � � Mf�IN LE`VEL, INGLUDINC� HOLD-DOWNS, SHP�LL BE THE RESPONSIBILITY OF THE GOLUMN ' i � � � � � PREF?.B�ZIG?�T�D STRUGTURE DESIGNER � i r�= s�e�T 5300 FOR C�ENER?�L NOTES 06/04/09 Revision to Permit Set i � � � 'i � � ❑ � i P� MINIMUM ALLOWABLE BENDINC-� STR�SS, �b FOR GLU-LAM MEMBERS SH?�LL BE 07/22/09 Construction Set 2 � 3000P51 (TENSION P.ND GOMPRESSION SIDES) i i C�LU-LA MEMBER SIZES ARE SHOWN IN BOTH METRIG (cm) P.ND SI (In) UNITS ON PLANS i � Iz'-O" � z3'-5 I/2" a'-O" i 10'-3 I/Z" i 7'-II 1/Z" i 10'-5 I/z" i � 7'-9" I 1 2 3 � � � `1 8 � 1� 5 � � � � - �0 0� � ���I` f 1�1� �� �l�l _ N ��4�� _ ��-o„ H :\ACADJOBS\7816\7816-s103.dwg, 10/28/2009 12:09:45 PM, \\DC-AVON\Avon Xerox 6204 f 1 UJOOD S+-��,4i� UJ,4LL SGH�DUL� � � � ; y TYPE/SHEfaR G/�PAGITY SHE?.THING �ASTENER AT PASTENER ,4NGHOR BOLTS AT 3X 51LL PLATE ° PP.NEL EDGES SP?.GING FOUND,4TION GONNEGTION TO �OUNDATION ���� °' Sl z�5 LB/FT 12mm (0.4'7") OSB 16 C/�. STf�PLE 120mm (4.'f") I/2"� 3/4" � X 10" HILTI . /�T 3'-O" KB-3 �T 3'-O" � S2 33� LB/FT 12mm (0.4"7") OSB 16 G�4 STP�PLE '75mm (2 q5") I/�"� 3/4" � X 10" HILTI ?�T 2'-O" KB-3 ,4T 3'-O" S3 380 LB/PT 12mm (O 4"7") OSB 3 5mm � X 65mm �OOmm (3 q") I/2"� 3/4" � X 10" FIILTI � � � � � � ,� (8d NAIL) AT I'-6" KB-3 AT 3'-O" 3 5mm � X 6�mm „ I/2"� 3/4" � X 10" HILTI g4 4q0 LB/FT 12mm (O 47") OSB (gd N�41L) ��mm «q� � �T I'-4" KB-3 AT 3'-O" i i i i i i �* I ALL PLYWOOD PANEL EDGES SH/�LL BE BLOGKED BLOGKINE� SH/�LL MP.TGH THE STUDS ?.T ,4DJOININC� P�4NEL EDGES. �'��`����� 2. ��STENER SP/�GING i�T 300mm (12") O.G. P.LONC INTERMEDIATE FRAMINC MEMBERS M,4XIMUM i i i i i i i 3 STAC�GER �LL SHEf�THINC� JOINT J�ND SILL PL,4TE N�ILINC�. • ' �h j � 4 NAILS SHfaLL BE GOMMON OR C�ALV/�NIZ�D BOX IN PLYWOOD SHE?�R W/�LLS ''^� .� ✓ ALL PLYWOOD PANELS SHALL BE ,4PA RATED �XPOSURE I SFiE,4THINC-�, UNLESS NOTED OTHERWISE � � � � � � � r 6 EXTENT OF SHEAR WALL DENOTED BY — • — • — • — '' s � 4 7 I/Z"� X 10" ANGHOR BOLTS MAY BE REPLAG�D WITH SIMPSON I/2"� (X 4 I/2" EMBEDMENT) TITEN HD ANGHORS ?�T EGZU?.L SP�GINC� i i '� 8 SIMPSON HOLD-DOWNS SH,4LL BE L�5 NOTED ON PL�N �� , a SIMPSON FLOOR TO FLOOR STRAPS SFiALL B� AS NOTED ON PLANS " ` r J i i i i i i �� '�� 180 X 180mm 180 X i mm (`1 I" X -1 I") (`1 I" X I" i GOLU N i i i GOLU i Monroe & Newell � - - - - - /4 _���5�" - - - - - - - - - - - - Engineers, Inc. � i i i i�i����48RIC,4TED TIM��i� STfi�UCTUi�� NOT�S: � � 2 Avon � I PREFABRIGATED TIMBER STRUGTURE ABOVE MAIN LEVEL SHALL BE � Q P O Box 1597 I I STWB � STUB I I I 70 Benchmark Road,Suite 204 SUPPLIED BY MANU�AGTURER i GO�LUMN GOLUMN Avon,Coloiado 81620 I (970)949-7768 2 SHOP DR�WINC�S SHALL BE SUPPLIED BY THE M�4NUFAGTURER ,4ND i FAX(970)949-4054 REVIEWED BY THE GONTRAGTOR, P.RGHITEGT AND STRUGTURP�L � ' � � � � I EMAIL avon cz inonroe-newell com ENGINEER PRIOR TO F/�BRIGf�TION. SHOP DR/�WINGS SHALL INGLUDE � _ _ _ _ _ _ 16/30 GL _ _ _ _ _ THE FOLLOWING ITEMS � � Denver P� ROOF ?.ND UPPER LEVEL FRAMING PLAN SFiOWINC� ALL MEMBER SIZES (BEP�MS, JOISTS, GOLUMNS, BEf�RING W?�LLS). I I I I I 1 yn�oop treet, uite 2 B SPEGIES ,4ND C�R�4DE OF i�LL WOOD MEMBERS Denver,Colorado 80202 G PREPABRIGATED W�LL ELEVATIONS � ^ PAX(303j 623-C>602 D ROOF, PLOOR AND WP�LL ASSEMBLIES INGLUDINC-� SHEP.THING AND i � EMAIL denver a monroe-newell com GONNEGTIONS. i i i �U i i E ELEVATIONS OF i�LL BEAMS - F GONh1EGTOR SPEGIFIG�TIONS. .� G P.LL HEAVY TIMBER GONNEGTIONS --� J � �' � Frisco I � � � � I � � I --� � x � I I 619 Ma�n Street,Surte 7 3 DESIC-�N AND SUPPLY OF ALL PREFABRIG?�TED B�ARINC-� GONNEGTORS TO THE l� - l� m l� j� l� m _ � m Fnsco Colorado 80443 � (970)G68-377C M,41N L�V�L, INGLUDING HOLD-DOWNS, SHi�LL BE THE RESPONSIBILITY OF THE �t � �t r d� r �t r �_ r Fa.x�9�0�66s-3��9 PRE�f�BRIGAT�D STRUGTURE DESIC-�NER. �� � X � x � � x � � X ��.•� '� X � � EMAIL frisco@�nonroe-newell com 4 RE SHEET 5300 FOR GEN�RAL NOTES - � - '_ - - - °_ �N '_ � �� 5 A MINIMUM ALLOW/�BLE BENDINC� STRESS, Fb FOR C�LU-LP.M MEMBERS SHP�LL BE �� ,C 4 12 � � � � 3000P51 (TENSION P.ND GOMPRESSION SIDES) i �N i i i i 6 GLU-L/�M MEMBER SIZES ?�RE SHOWN IN BOTH METRIG (cm) AND SI (In) UNITS ON PLANS �� ,,p O. ��E�'�,���, i i i i i i ���s `s'���''�� I 4 IZ �"";:� �n:tn � � .� y; Q I 3 � � 30 i i i i i :L, a 3/4" HSS 6X4 3/8 I ..• �CidJ`+-""•, . 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L , - Y� i W � - -i - i i - - - - i - - - - - � Monroe & Newell 0 , , , , i , , Engineers, Inc. � _ � Avon � j ° � � � I � � P O I3ox 1597 � - - - - - - ° � - - - - � - - - � - - - - � - - - - - 70 BenclAvon�,Colo ado181620 I I I � I I EMAIL avon (97��949-7768 FAX(970)949-4054 @monroe-newell com Denver I I I � I I 1701 Wvnkoop Street,Swte 200 Denver,Colorado 80202 ' (303)623-4927 FAX(303)623-6602 I I I I � � EMAIL denve�@monroe-newell com 10" �;r f ----------- Frisco I , ' ° I I � I I 619 Main Street,Swte 7 � 1 o n Frisco,Colorado 80443 � FAX(970j 668-3789 � I � � I I EMAIL frisco@inonroe-newell com � i i i 5 OI i 5301 �� ���''�S�,h _ i i i � i i O��S. .S���� N �:4' � tfi � ;g 257 =� `� 0 i i i � i i p I ,�/ '�,_ m '��'tr..- -�.- i � o i i � i i :�.� - I �� � i i i`�' i O 8a�_o„ ` a o TOP OF i i GONGRE'fE i � iv i W • I � � i i � i i � � � � ( m W � _ � .� � � � � J Q — �� 4 _ Q '-6" 3'-3 I/2" � 5301 � i i i � i 0 o a � � NOT�: ' '_ ' ' Q I <XXX"-XX"> INDIGA�TES BOTTOM OF PREPABRIG�TED WA ELEV?.TION <q '-10"> 2 THE PREFL�BRIG�TED TIMBER STRUGTURE F�BOVE TH FOUND?.TION LEVEL IN UNIT � i <�Iq'-10"> i i i i i i N � J ,4 ,4ND B ABOVE THE M?.IN L�VEL FLOOR SFiEATH G IN UNIT B SH?�LL BE �" i 5 — Q SUPPLIED BY HOLZBAU M?.IER C�mBH AND Go K UNSING THE DESIGN LI�(E ' LO?.DS LISTED IN SEGTION I OF THE GENER�4 NOTES ON SHEET 5300. i i � i � ^ � " 10°I ^ 53 I � � 0 � 10 i � I I I r � � i i � i > � ������� � ���� � �l�� � 2 � � v PREPAB WALL � � ���� �� I `►�� �� �� `� i 5301 i i <i � ��� i _ i i STEP � � -- � � N ��4�� _ ��-o„ � - - - - - = - - - - - - - - � � N � � � _ - � <ioo�-i��> � � � _i PREFf�B Q ' \ � � i i � i �\ i i i � � '-10�� i 4�_��� \ 6 8 � 301 � i i � �� i i i i �� i i i i i i i � Date 12/09/08 � � ' ' ; ' ' ' Drawn By AVN � � � � � � p ; � � 0 Checked By HS N �J ; �� � � Project No. 7816 _ � 12'-0" 23'-5 I/2" 9'-0" i i l0'-3 I/2" � i i i 8 � Revisions � 5301 , , � , , , 04/24/09 Permit Set 7 i 06/04/09 Revision to Permit Set � � 8 � � s3oi ; � � � 3o i i 07/22/09 Construction Set � � 303 �4'-4 7/8" 3 i i i i 5 I I " 10 I/2" � PREF?.B YJ�4LL PREFAB � � � 3-6 STEP i i � � ! i i i N � - <I I I'-o"> � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - -, - - �- - - - - - � � = = N � � 0 B a� - , � � � � � � cv , �J � � O � i i 3 30 ` i i i i 3 i i - �D � � 30 . _ i i � � N I � I I I o I �� �Z H :\ACADJOBS\7816\7816-s200.dwg, 10/28/2009 12: 10: 11 PM, \\DC-AVON\Avon Xerox 6204 i�� GENERAL NOTES � 1 LIVE LOADS USED IN DESIGN 6 CONCRETE G PLYIM�OD DECK AND/OR ORIENTED STRAND BOARD ' 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL A ROOF SLOPE � 4 12 80 PSF A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/il PORTLAND CEMENT, BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWC�OD �,�:� STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS ASSOCIATION � °�-� • + B ROOF SLOPE < 4 12 100 PSF 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE [XXX-XX �I� CONCRETE ITEM F'C M IX TYPE MAX W/C RAT 10 % A IR REQ. AMER ICAN PLYIM�OD ASSOC IAT ION AND SHALL MEET THE REQU IREMENTS OF ' STONE GAP RE ARGH � �% C TYPICAL FLOOR 40 PSF U S PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWC�OD ALL PANELS FOOTINGS 3000 psi STD - - - - - - V�HICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE D. EXTERIOR DECKS 100 PSF FOUNDATION WALLS 3000 psi STD - - - - - - WEATHER SHALL BE OF THE EXTERIOR TYPE INTER IOR SLABS ON GRADE 3000 ps i STD 0 50 - - - 3 FOR MA IN LEVEL FLOOR ING USE 3/4 ° T&G STURD- I -FLOOR SHEATH ING GLUED L4X4X3/8 GONTINUOUS E GARAGE 40 PSF EXTERIOR CONCRETE (++) 4500 psi STD 0 45 6�-8� AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" (2)-#5 GONTINUOUS ° WITH 3/4" � X 6" STRUCTURAL SLABS 4000 ps i STD 0 50 - - - ALONG INTERMED IATE SUPPORTS � EXPANSION �4NGHOR � ,� ` F IMPORTANCE FACTORS 4 FOR ROOF SHEATHING AND CONNECTIONS, RE PREFABRICATED TIMBER STRUCTURE a° P�T 2'-O" CATEGORY II + FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD DESIGNER ° � ; ' SE ISM IC FACTOR IE 1 0 SALTS W/C RAT 10 SHALL NOT EXCEED 0.4. 5 EXTER IOR WALLS SHALL BE SHEATHED PER THE PREFABR ICATED T IMBER STRUCTURE ° I/2" ISOLP�TION JOINT �'��'�����= SNOW FACTOR IS 1 .0 DESIGNER. WIND FACTOR IW 1 .0 ++ MAXIMUM SLUMP SHALL NOT EXCEED 4° 6 UPPER LEVEL FLOOR SHEATHING SHALL BE 1 1/8" PER THE PREFABRICATED TIMBER � � EXTERIOR SLAB-ON ` STRUCTURE DES IGNER GRADE WITH 6X6 . �' y G WIND B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND 4" GMU VENEER e W21XW21 W W F �J �, 3 SECOND GUST 90 MPH LETTER INDICATING COST REDUCTION AT TIME OF BID THE MODULUS OF ELASTICITY GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS SUPPORT (FULLY - FASTEST MILE 75 MPH OF ALL CONCRETE SHALL EXCEED WC1 .5 33 F'C (OR 57,000 F'C NORMAL WEIGHT GROUTED) �` Zi I- a a a ` , � EXPOSURE B CONCRETE) H. WC�OD DECK TT�� —�c—x a x—x—x � �I- :O:oaa°^O:oa•.°^O:oo•,°^0•:oa. �+ � H L IVE LOADS ARE REDUCED PER CODE IF APPL ICABLE C CONTRACTOR SHALL SAW CUT OR TROWEL CUT JOINTS IN SLABS ON GRADE JO INTS WI�OD DECK ING SHALL BE 2x T&G DOUGLAS-F IR LARCH (E=1 ,700,000 PS I , Fb=1450 PS I) `''T : po°,O,O,Oo°oO,Opoo,O,Opo�,O, SHALL BE SPACED 12 FEET AND SAWCUT OR TROWEL CUT 1 /4 OF SLAB DEPTH X 3/16" PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT ° 11=11T�1� � � � I . CODE USED IN DESIGN INTERNATIONAL BUILDING CODE, 2003 EDITION. WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS EACH DECK PLANK SHALL BE a 1T1�1�4 � �,'� ti:;; JOINT SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON #5 f�T I'-4" VERTIGAL ° ^ ��r „ , � 2 DEFERRED SUBMITTAL CENTER WITH ALTERNATE PLANK NAILING OFFSET 12 . NAIL EACH PLANK TO EACH AND HORIZONT�4L - �� �- D SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED Y�OD DECKING SHALL BE GLUED _ < Q A DEFERRED SUBMITTALS PER SECTION 1063.4 1 SHALL BE SUBMITTED TO THE BUILDING HORIZONTAL PLANE ANY STOP IN CONCRETE NpRK MUST BE MADE AT THIRD POINT OF IN THE GROOVE JOINT WITH 40% GLUE COVERAGE 4" d � 4" OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE #5 �4T I'-4" X`9 ° THE PREFABRICATED TIMBER STRUCTURE ABOVE THE MAIN LEVEL FLOOR SHEATHING IN SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE I PREFABRICATED VubOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND N � UNIT B, AND ABOVE THE FOUNDATION LEVEL IN UNIT A, SHALL BE DESIGNED BY ENGINEER. SHALL BE "BCI -JOIST° AS MANUFACTURED BY BOISE CORPORATION ALTERNATES SHALL BE (XXX'-XX") 6�� Monroe & Newell HOLZBAU MAIER GmBH AND Co KG USING THE DESIGN LIVE LOADS SPECIFIED IN REVIEWED BY THE ENGINEER TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD SECTION ONE OF THE GENERAL NOTES E. ALL CONCRETE V1pRK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE �� �. Engineers, Inc. WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE SHOV�N ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE ��--� a� ��i�� B. DEFERRED SUBMITTALS ARE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF JOIST MANUFACTURER �� ° ��1. Avon 1 PREFABRICATED ROOF ASSEMBLY INCLUDING BEAMS, JOISTS, SHEATHING AND CONCRETE V1qRK SHALL HAVE 3/4 INCH CHAMFER � ° P O Box1597 CONNECTIONS J. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS � 70 Benchmark Road,Suite204 2 PREFABRICATED FLOOR ASSEMBLY INCLUDING BEAMS, JOISTS, COLUMNS, SHEATHING 7 REINFORCEMENT CAPACITIES FB = 2800 PSI , E = 2,000,000 PSI , FC = 750 PSI , FV = 285 PSI � °� °a � e Avon,Colo�ado 81620 AND CONNECTIONS BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' - _ °.�� (2)-#5 (970)949-7768 3 PREFABRICATED WALL ASSEMBLY INCLUDING STUDS, SHEATHING, AND CONNECTIONS A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM RECOMMENDATIONS CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 /2" OR jh �� e ,< ' a � ! GONTINUOUS FAX(970)949-4054 A615, GRADE 60 EXCEPT T IES, ST IRRUPS AND PLATE ANCHORS WH ICH SHALL BE 5 1 /4" WIDE MEMBERS 1= - _ - � EMAIL avon@monroe-newell com C MONROE & NEWELL ENGINEERS, INC. WILL PREPARE THE CALCULATIONS FOR COMPLIANCE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60 'r T- ''-11T WITH THE DESIGN REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2003 EDITION K PREFABRICATED WI�OD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS RE PLAN Denver MONROE & NEWELL ENGINEERS, INC WILL DESIGN THE MAIN LEVEL FLOOR ON UNIT B B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 ANO SHALL BE REQUIREMENTS AND�OR LOADS NOTED ON DRAWINGS SHOP DRAWINGS SHALL 1701 Wynkoop Street,Suite 200 AND FOUNDATIONS TO SUPPORT THE PREFABRICATED TIMBER STRUCTURE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER PROVIDE De�ivei Colorado80202 BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS �� � � r �� q (303)623-4927 3 TESTING, INSPECTIONS AND OBSERVATIONS C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE OTHERWISE NOTED PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE I I FAX(303)623-6602 1 CONCRETE POURED AGA INST EARTH 3" CENTER WALL STUDS UNDER CENTER OF TRUSS LOCAT IONS EMAIL denverQa inonroe-newell com A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3/4" = I'-O" STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE 3. COLUMNS AND BEAMS (TIE BARS) 1 -1 /2" 11 NON-STRUCTURAL ELEMENTS CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 4 SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" Frisco INSPECT IONS BY THE GOVERN ING AUTHOR IT I ES OR SERVE AS °SPEC IAL A ELEMENTS SUCH AS NON-BEAR ING PART IT IONS, ETC ATTACHED TO AND�OR I 619 Main Street,Su�te 7 INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERN�4TIONAL D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND Frisco Colorado80443 BUILDING CODE SECTIONS 7 5, 7.6 AND 7 7 OF ACI 318, LATEST EDITION OTHER STRUCTURAL MOVEMENTS i (970)668-3776 FLASHING P�ND PAX(970)668-3789 B THE FOLLOWING 1M�RK SHALL BE INSPECTED BY THE SPEC IAL INSPECTOR UNLESS E NO SPL ICES OF RE INFORCEMENT SHALL BE MADE EXCEPT AS DETA ILED OR B. F IRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SHALL MEET W?�TERPROOFINC-� EMAIL frisco@�nonroe-newell com SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES, WHERE PERMITTED, SHALL ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE RE. p.RGH , BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED ARCHITECTURAL DRAWINGS STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED �� 1 SOIL PREPARAT ION OTHERWISE MAKE ALL BARS CONT INUOUS AROUND CORNERS UNRESTRA INED UNLESS NOTED OTHERWISE. [XXX'-XX" TIMBER GOLUMN P�ND " GONNEGTION BY a EARTHIM�RK EXCAVATION, PLACEMENT AND COMPACTION OF FILL � 4 RE(i �, AND IN-PLACE DRY DENS ITY OF THE COMPACTED F ILL FOR F PLACE T1M� #5 (PER 8" TH ICKNESS) WITH 2�-0" PROJECT ION AROUND ALL OPEN INGS IN 12. GENERAL OTFiERS �p.Q,,......,, /S�, CONFORMANCE WITH THE APPROVED REPORT CONCRETE WALLS, SLABS, AND BEAMS ALSO PROVIDE TWC� #5 X 4'-0" DIAGONALLY AT � � O�rGS Si0'•;t`� EACH CORNER A ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS I'-O" X I'-O" GONGRETE p:� �y;�� 2 CONCRETE CONSTRUCTION PIER WITH (4)-#5 ._ �s�7 a PERIODIC INSPECTION OF REINFORCING STEEL G CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS B VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND �< �/ERTIG?.L b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. FOLLOWS TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS AND a c CONTINUOUS iNSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY ° • {1j TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND 8 STRUCTURAL STEEL "a a AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER � #3 TIES AT I'-O" WITFi .;-;,. d CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS a (2)-P�T TOP TECHNIQUES NMICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ° ° e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR " AND TECHNIQUES EDITIONS STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC , REQUIRED FOR INSTALLATION OF STONE �/�NEER � MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL HIS ITEMS RE ARGH a 3 STEEL CONSTRUCTION a ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION B ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, ' EXCEPT THE FOLLOWING CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS MISCELLANEOUS EMBEDDED � 1 WE�DING DONE IN AN APPROVED FABRICATOR'S SHOP IN OTHERWISE. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED a a< ACCORDANCE WITH SECTION 1704 3 BY CONCRETE CONTRACTOR STEEL SHALL FULFILL ASTM A36 � b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � � � DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND V�OD EXPOSED TO EARTH a a WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE �a < � VERIFIED PRIOR TO THE START OF W'ORK, PERIODIC INSPECTIONS ARE D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL PREFABRICATED ° W A/ MADE OF VIpRK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 -A AND/OR AISC TIMBER STRUCTURE MEMBERS THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR � b L'L IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR Q WELD ING. TO SUPPORT 60% THE TOTAL UN IFORM LOAD CAPAC ITY PER A ISC "MANUAL OF STEEL -T�T ° ° , a IT_I�T- � Q 1 SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE CONSTRUCTION FOR EACH GIVEN BEAM AND SPAN G WATERPROOFING, VAPOR BARRIERS, WATER STOP, ETC SHALL BE AS SHOWN ON THE �[� i° TT= � 2 WELDING OF STAIRS AND RAILING SYSTEMS. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS a ,t � c VERIFY WELD FILLER MATERIALS CONFORM TO AW5 SPECIFICATIONS SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE - ° � - AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR ' � � d PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE a � 6" STONE V�NEER WITH THE DETAILS SHOVMI ON THE APPROVED CONSTRUCTION DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE I '•' SUPPORT FULLY DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND CONNECTION DETAILS I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND �`�'�-#5 x � GROUTED PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ARCHITECTURAL DRAWINGS N e � Q e VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 6" t SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 J. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE � MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE " � ' f PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS F. MINIMUM WELDS TO BE PER AISC TABLE J2 4 BUT NOT LESS THAN 3/16" CONTINUOUS SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF PROFESSIONAL ENGINEER (XXX'-XX") a � ° � (3)-#5 EAGH WAY � FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED FILLET UNLESS NOTED OTHERWISE REGISTERED IN THE STATE OF COLORADO SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL , � Q CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF REQUIREMENTS AND CRITERIA •;� � COMPLIANCE G FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT � 4 FOUNDATIONS SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES) i r 1 A MAXIMUM SOIL DESIGN PRESSURE 2500 PSF H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL ° � W � d � ° e a ° e STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR � � < B CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO 108106A LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT - _ I , a aQ o a ad ii I � BY HP GEOTECH, INC DATED MAY 30, 2008 LATERAL SYSTEMS AND DECKS ARE IN PLACE f� a � J I STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP �� _� = ;,-J� C ALL FOOTING BEARING ELEVATIONS SHOIM� ARE ASSUMED EXACT BEARING DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS � � ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. RE. PLAN M � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS � y� SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE 9. NON-SHRINK GROUT D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATUAL SOIL OR PROPERLY A NON-SHRINK GROUT SHALL BE PROVIDED � > COMPACTED BACKFILL, APPROVED BY THE SOILS ENTINEER BACKFILL SHALL BE COMPACTED 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS 10" STRUGTUR,4L �� �� � �� � W � TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE 2 BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SLAB 3/4" = I'-O" RECOMMENDED IN tHE SOILS REPORT. IF SOFT SPOTS ARE ENCODUNTERED REMOVE SOIL SUPPORTS � AND RECOMPACT WITH APPROVED FILL (RE SOILD REPORT FOR DESCRIPTION OF BEARING SOIL. 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH #5 P.T I'-O" E,4GH OF 6000 PS I PR IOR TO ADD ING BU ILD ING LOADS ABOVE RE PL,4N WAY TOP E CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 #� �T I'-4" X Z'-O" INCH MAX IMUM VERT ICAL L IFTS OR AS RECOMMENDED IN THE SOILS REPORT REFER 10 WC�OD TOP OF EAGH BEND �`p„ TO SO ILS REPORT FOR BACKF ILL MATER IAL STRUGTURp.L A ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY SL?�B . F NO BACKF I LL ING SHALL BE PLACED AGA INST LOWER LEVEL WALLS UNT I L THE LOWER WESTERN WqOD PRODUCTS ASSOC IAT ION AND CONFORM ING TO INTERNAT IONAL ' � -a" :�_ . : �•, � � #5 P.T I'-O" TRANSVERSE Date �2�O9�OH LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. BUILDING CODE AS FOLLOWS U CONCRETE SLABS SHALL BE PROPERLY CURED ° 2" TH ICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PS I � �� � �a ' �.. � � Drawn By /�VN G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI ° • UNLESS NOTED OTHERWISE ON PLANS 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI � � �y Ch@CkeCJ B HS NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NON-REPETITIVE USES PRIOR I—II—II-f--TI=1TI ITI—ITI=I11 ° °a � , , „ GON INUOUS y T�T 1T.m,ITl�I I I�ITI�TI_,i ITI= a ' , H CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED I-II-I �- #� /�T EAGH 3" STONE �4ND E�ROUT F I LL UNDER FOOT INGS AND INTER IOR SLABS-ON-GRADE B WHEN PRESERVAT I VE TREATED LUMBER IS REQU IRED BY CODE ALL CONNECT IONS AND ��� � NOSE RE• P�RGH. FOR Project No. 7816 NA IL ING SHALL BE ADEQUATELY GALVAN IZED (DOUBLE D IPPED OR BETTER) #5 ?�T 10" EAGH �( < ° � � ST?�IR LAYOUT I NOT I FY SO ILS ENG INEER WHEN EXCAVAT ION IS COMPLETED SO THAT COND IT IONS MAY W,4Y BOTTOM �-�II� � 8" STRUGTURAL 5L?�B f�ND DIMENSIONS BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE C TREATED SILL PLATE LUMBER MAY BE HEM-FIR STRUCTURAL 1 GRADE � • R@VISIOf1S � # lr� _ a WITH #✓ P.T 10" E�4GH '�=1 I-I < ^ , WP.Y BOTTOM J FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS D PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WI�OD JOISTS 'r=111-I . SOL ID BLOCK ING BETWEEN ALL JO ISTS AT ALL SUPPORTS AND ENDS OF CANT I LEVERS -Z� < a �' 04/24/09 Permit Set 5 SLAB ON GRADE IS REQUIRED �III ti �—II�— d � d a � . . � � �> �` 06/04/09 Revision to Permit Set � A THE SLAB ON GRADE SELECTED BY THE O�MJER AT THE GROUND FLOOR LEVEL OF THIS E FASTEN ALL V�OD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE �'�II- 8 , , a ° ' ^ �A BU ILD ING HAS SOME R ISK OF MOVEMENT REFERENCE THE PROJECT SOILS REPORT FOR TABLE 2304-9 1 UNLESS NOTED OTHERWISE -T[(-11.1- a ° 07/2 2/09 Construction Set � S P E C I F I C R E Q U I R E M E N T ST-r�- •a ' � , STRUGTUR�L SLAB F LAMINATED BEAMS �-� - - < �' ON-GR�DE WITH '=1T_I-1 ff-I I I-1-I I 1=1TI- I I1=1 I I=1 I I-I I I-1TI- " B THE PREPARAT ION OF THE SUB GRADE FOR THE SLAB ON GRADE SHALL BE IN STR ICT 1 . ALL LAM INATED MEMBERS SHALL BE FABR ICATED OF DOUGLAS F IR LARCH AT 12 -�II-1((Iff 1T-1TI-111 I-11L IL=1TI-111=111= W W� ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE THE PERCENT MOISTURE CONTENT IN ACCORDANCE WITH 1hCL16 ALL SIZES SHOWN Tr�I I ° < CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUB GRADE PREPARATION ARE NET �i � � � L � TTI I��_� a ' � •� REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE I= aa WITH THE STANDARD SPEC IF ICAT IONS FOR THE DES IGN AND FABR ICAT ION OF ''�III-II- °, T[-111- a , F C MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC '�IrI( ° < TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE ISOLATION 3 PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F FOR CONTINUOUS -111=11 a � '-1I=1 DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE MEMBERS AND CANTILEVERS AND 24FV4, D F FOR SIMPLE SUPPORT MEMBERS -iIITIII-_ ° , REQUIRED REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE IT�JI(�II � h RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH CLEARLY STAMPED ON EACFf MEMBER. -IT < a� ' THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE _�=1 0 , a ea -��I7��-"' < 'I����1� dd� `, f �J � 0 � �QY TLHTI— � T�1- o•:oo.°•o:oa.° �� �� � �I �l � I '��°°°°o O.00�.o ° r d• �i�t+� �����—���I I I—I I I—� � . 3/4" = I'-O�� �,TIII�i����rr�tlr� H :\ACADJOBS\7816\7816-s300.dwg, 10/28/2009 12: 10:20 PM, \\DC-AVON\Avon Xerox 6204 PRE�AB STUD W,4LL PREF,4B STUD W,4LL PRE�AB STUD WALL PREF?.B STUD WALL i � WITH SHE�THING WITH SHE/�THINC-� 2X RIPPED TREATED WITH SHEATHING � ° , WITFi SHEATHING SILL PL/�TE WITH � . „ GONTINUOUS 3X6 GONTINUOUS 3X6 I/2" � X 10" ANGHOR " ' � GONTINUOUS ✓X6 � � GONTINUOUS 3X6 � SLAB-ON-GRADE TRE?�TED SILL PL,4TE WITH W W F TREATED SILL PLATE TREATED SILL PLP�TE ' ° � TREP.TED SILL PL�TE ��� W I TH 3/4" � X I O" , [XXX'-XX" W I TH 3/4" � X 10" W I TH 3/4" � X I O" BOLTS P.T 2-O - t . W I TH 3/4" � X I O" ` HILTI KB-3 AT I'-4" LAC-�-BOLT P�T I'-4" ... 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A BLDG A (II O (II O , TOP OF ���` � 105'-6" 0 TOP OF TOP OF TOP OF BLDG f� PLYWOOD SLOPE t -- , TOP OP " I10'-�i" (2)-#5 GONTINUOUS a TOP OF SLO PLYWOOD SLftB SLAB �_ , ,+ M ` �Y=. , ������y SLAB SLOPE ----------- -------- : �_ TOP OF #5 AT 10" EAGH WP�Y SLPtB a a V F�, � BLDG B PLYWOOD BOTTOM _ 2'-O° , �. , `�0•' - U10'-Z"7 [XXX'-XX" "' ' ' a g�' . , ` _ , __________ ________ O ` " ,'i, . a a a e a a � d , f �° ' #r✓' PtT ��-O n �C � a ° ` " _ ,a e e a < o d _ a , ` ' • ' e a ,:. � . - ° a � a ° a 3 g (V� a ' a � a d a � n�O a d � 0 a d a d a °� • � .. IY 7 � Oa d a e a a ^ '^� a a a •- 1� „ — d e e a a Q a — e a � , s� �.,� r'I a '�=`` ` ° �° °' , , . ,: a a a . 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' ♦ .�F ,�" �� � .�° � �2) #5 x 4'-O" - 10" a a � < GENTER O� SLAB � STEEL BEAM � a -s-z—«-x � ` x-�x=x � � �� �� � �I l� � � a a �^ °a a a � — RE• PL?�N ro:oa� 0•:oao O:oo•e O:oo•� OR WALL _ (WOOD BE/�M WITH #5 �T I'-4" X� ' " ' Oo..O QOo;,.4,�00,,.��Oo;,<�� � STEEL SP�DDLE P.T 3/4" = I'-O" (XXX-XX ) I �� � o 0 0 � SIMIL/�.R SEGTION) #� �T I 4 ORIZONTAL T`r'fi=f C,4L D�T,41L �Oi� � 6" 11 I�y'� a a —� i_ ii � iZ� -�NTi��NT COi�N�i�S �4T � � J1 • � - #� pT I'-4" VERTIG,4L � ` �1��- '�-I � W � � =� �=� a �ilI-� _ ���-IT_I- e � CONCi��T� UJ.4LLS �4ND SL�48S � i i ,_� � °e a aa a d ° a a ° e i - O I I STEEL GOLUMN - � de ° a° a e � �� �� � �I l� � � � � 0 � a � ° nd � '< I I RE. PL,4N I ° a a ° a a Q e a a a a 3/4" = i'-O" i i 3/4" STEEL BAS� PLATE m � _ = a � RE• PL�N i i WITH (4)-3/4" � BOLTS � #5 ?.T i'-O" E A G H W A.Y PROVIDE STP�NDp.RD i i 3/4" STEEL STIPFENERS R�. PLP.N Date �2�09�08 Fi00K IF TENSION Ld. I'-O" �Z)-L4X3X3/8 X �I" „ „ i � E,4GH SIDE UNDER IS NOT DEVELOPED � ���� THRU-BOLT511 � Z 3/4 I I/4 i I GOLUMN �� �� ` �� I � Drawn By AVN a ` ° a ° J � - � ' °✓�4-" _ �'-O" � � � °a .a � Q a Checked By HS a v e o- °e o e d `j e = na _ e ad Y e a e a a e m O Q � � - � o �,45� i=L,4TE SCNEDUL� Project No. 7816 a a d � n e a a ad e , Q a � _____ � m a " RE PLAN O ° �< � °a al d �1= � '� < GOLUMN BASE PLf�TE SKETGH GOLUMN BASE PL/�TE SKETGH R@VIS1011S � ° -�� TYPE TYPE (3/4" = I'-O") TYPE TYPE (3/4" = I'-O") i , < - ° d ° � � - � °� STEEL BE/�M RE PLP�N a � ° a° � a � ° 'a`e ° �- tr I/2" RETURN e 04/24/09 Permit Set d a o e ° a° a �� � ° � �� P � ��4 /�T TOP ( ��Z C{11 � ����� � �� ��"�ii i 3ii��Zi� z �° o a a a a d a d � � N I 06/04/09 Revision to Permit Set � n o ° p a d a a �° a d ° -IYPIGAL FOOTINC� � � g d� \ � _ ry " °° °� REINFORGEMENT ° �� �� � �'� � ���� � m = ���3 � � � � � m 07/22/09 Construction Set � a 9� °� 1i I O - H55 4X4 � _ I � I `fl H55 4X4 � � �I - - ` 1 r a < � 3/4" = I'-O" B' � ���= Bi�RS TO M,4TGH � � W 3�'0�� TYPIG�L �OOTINC� SEGTION �4-P� _ e � � I'-6" � m � RE I NPORGEMENT � � � � � N 6 6 � 3/8 X I -O X I -4 X 2-Z � � T1'fi�(C�L St�i�}��D BENT ST�EL EMBED PLA�TE m �OOTINC� D�T,41L WITH (IZ)-3/4° m x 6° H.a,.s. — . z ii „ �„ „ i vz�� : 5 I/2" 5 I/2" - N � � � � � � I � � � _ I I/ " 4�� 4�� I I/2° N �° = , ry � (V � 3/4" = I'-O °- - i i � i i � S � � � B/�SE PLP.TE NOTES. HSS 4X4 ��j=2 HSS 4X4 ��}_� N � - - - - _ (��! � � O I ALL BASE PLATES SHP�LL BE 3/4" THIGK ON I" NON-SHRINK GROUT - - _ - Z ALL BOLTS SHALL BE I/2" � X 6" EPDXY ,4NGHORS � II" II" N � I'-10" 3 RE. PL?.N FOR STEEL GOLUMhI SIZ�S 2 ����� ; H :\ACADJOBS\7816\7816-s303.dwg, 10/28/Z009 12: 10:50 PM, \\DC-AVON\Avon Xerox 6204 - �, ,�� � , , ii t � � � � ; - � \ � Pi�FAB S EAR W LL ��� • v � - � N�F g� �"'" '��, � � � GL}U-L�M A- Lf4N ;` � W OD O T � " � I I \ R . P N ,` ' i l l'-3" � 6 T P ND IDE ' � W I E���'���s�'�" E P� I'- ' I i I ' � ,� , i` ; ZX8 (R) PED) TOP PLP�TE ` '� � WIT ,�2" � THREADED �a, �.. S WELD AT I'-4" ` ` � � t � SIM S��N LTP4 GLIP i�T I -4 EAGH SIDE � -. HSS 8X4X3/8 � 1 i�Y � ' , i � T H 8Xj4X3/ � M �ULL FULL r� I� I �� � EN PEN I ' I ' M ��`-'- F�'-'- M ' � , �-' — � '� Monroe & Newell PEN PEN � � i 6 3�� PREFAB STl1n i Engineers, Inc. � � O � � � � � WALL � I I � Avon SIMP50N LT 4 G ( i P O Box 1597 � 70 Benchmark Road,Suite 204 , F Avon,Coloiado 81620 I HSS 8X4X3 � (j I i � '' (970)949-7768 � �`'� FAX(970)949-4054 m ��� O� I � � � ,� � X � � X � � EMAIL avon�a monroe-newell com ��l X � � � I/2�� _ �� ��i�, �t' �0 � � ' X � N I � Denver dJ N N � I N � �� 1701 Wynkoop Street,Surte 200 I � I I � 2 � � I 2 aa'� Denver,Colorado 80202 � ;,, (303)623-4927 � 3/4" STE�L BASE 'i � , �-#` FAX(303)623-6602 � � � PL?�TE ON I" NON- ' �� EMAIL denvei�a monroe-newell com � SHRINK GROUT �I � � � � FLO`� R SHE�4THINC� � � � I � � I [ioo'- "] i [ioo'-6"] [ioo'-8"] I' ' �� Frisco W I 2 5 W I T H 2 X � � 619 Main Street Swte 7 TOP Ol� � TOP OF � ��`�� Frisco Colorado 80443 TOP ' LATE y.��LL � � T�P-��— WP�LL � � (970)668-3776 I 10' G" � GONGRETE �� i � � FAX(970)668-3789 TOR � � �' PLY OOD � � EMAIL fnsco@monroe-neweil com -e �" ``���� ���}��.,- ° - - - l,ll�l I T ,4 C�,4 iz,�C�� �fi`,�1„�� ' �. ��'`� .,��.,: ��.� o��s �E '��•''�'"' � ��Y.������ �� �� � � �� � ,; . -� ' i � U:� � � �s i�2�� = i�-o„ .�,, :�,, SS 4X4X1/4 `����. � � OLUMN � .S/C;';a:w�3,- , 1�1�1 f T �3 C�i���T fi�001„C �iz�41"I'� W � � � � I � � � �� � � �� � GLU-LP�M ROOF � BEAM RE• PL?�N � I/2" = I'-O" I I � � � Q � � � --- - - - - _ -- - — -