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HomeMy WebLinkAboutBighorn 5th Addition Block 7 Lot 4.PDF � --------NOTICE-------- � �� � , .�_ - A COPY OF THIS PLAN ANALYSIS IS _ATTACHED TO THE OWNER'S OR 4� � ' CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS ANALYSIS AND ` �' CORRECTION REPORT IS PROVIDED ALONG WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN ANALYSIS AND CORRECTION REPORT AND TO VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY THE TOWN OF VAIL. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF THE TOWN OF VAIL. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL SHALL NOT BE VALID THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS FROM BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL (Authonty under the 1991 Uniform Building Code, Section 303 (c) titled VALIDITY OF PERMIT ) THE ANALYSIS OF THE SUBMITTED PLANS AND SPECIFICATION AND � INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN • ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY THE : ' PLANS EXAMINER OR THE TOWN OF VAIL FOR ERRORS OMISSIONS -� � OR DISCREPANCIES THE RESPONSIBILITY FOR THESE ITEMS AND * IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO BE CONSTRUCTIVE AND IN SUPPORT OF THE OWNER'S INTEREST VaiINo97 HOt�GLAN� � ASSOCIATES � Consulting in Building and Fire Codes Hougland & `Associates ' 5616 County Road 100 • -� Carbondale, Colorado 81623 b ; (970} 963-2312 `'� " Plan analysis based on the 1994 Uniform Building Code Project Number: Vai101. 97 Date: July 30, 1997 Project Name: Moncrief ResidenGe , , Address: 4788 Meadow Lane Contractor: J. D. Builders ' Occupancy: R3,U1 Architect: 5teven James Riden Construction: V-N Enginee.C: Petrovska (soils) Report By: Art Hougland NOTE: The code items listed in this report are not intended to be a ' complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. � w : � � - x . �j ��� �'�S'"t S Page # 2 4' Code review for: � � Project Id. : Moncrief Residence •ti Address: 4788 Meadow Lane r �. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 91.0 Feet 66. 0 Feet EAST Public way 95. 0 Feet 70.0 Feet SOUTH Property line 39.0 Feet 39.0 Feet WEST Property line 13. 0 Feet 13.0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required : , Page # 3 Code review for: � ~ Project Id. : Moncrief Residence y Address: 4788 Meadow Lane . + R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50�a of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension qreater than 12 feet. -- Sec. 713. 8 Not Allowed -- Openings are not permitted in this wall. FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 2 Bedroom #2 168 16. 8 8 . 4 1 Yes 2 Bath room #2 70 . 0 3. 5 1 No 2 Bedroom #3 168 16.8 8. 4 1 Yes 2 Bath room #3 67 . 0 3. 35 1 No 2 "Loft" 486 48. 6 24 . 3 1 No 2 Exercise 84 10. 0 5.0 1 No 2 Caretaker Unit 964 96. 4 48.2 1 Yes 2 Halls, closets, etc. 395 .0 .0 1 No TOTAL FOR FLOOR 2402 1 1 Garage 768 .0 .0 1 No 1 Utility room 108 . 0 5. 4 1 No 1 Powder room 39 . 0 1. 95 1 No 1 Office 120 12 .0 6.0 1 No 1 Kitchen/Dining area 440 44 .0 22 .0 1 No 1 Living room 333 33. 3 16. 65 1 No 1 Master bedroom 208 20.8 10. 4 1 Yes � 1 Master bath 133 . 0 6. 65 1 No ' ' 1 Halls, closets, etc. 826 .0 . 0 1 No � TOTAL FOR FLOOR 2975 2 : BUILDING TOTAL 5377 2 � Page # 4 Code review for: • Project Id. : Moncrief Residence . Address: 4788 Meadow Lane FOOTNOTES: 1) EGRES5 - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 310. 4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. -- Sec. 1203. 3 Such system shall be capable of providing two air changes per hour. ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310. 6. 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 310. 6.2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 310. 6. 3 STAIR REQUIREMENTS: 1) A stairway in a dwelling must be at least 36 inches wide. -- Sec. 1006.2 2) The maximum rise of a step is 8 inches and the minimum run is 9 inches -- Sec. 1006. 3 exc. #1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 1006. 9 exceptions 4) Pr_ovide a guard rail where drop off is greater than 30 inches. The minimum height = 36 inches, maximum opening size = 4 inches. ' -- Sec. 509. 1 & 509.2 exc. #1 � 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1006. 15 ! 6) Enclosed usable space under the stairs is required to be protected , as required for 1 hr. fire-resistive construction. -- Sec. 1006. 12 , Page # 5 Code review for: ' Project Id. : Moncrief Residence � Address: 4788 Meadow Lane GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406. 4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of y then bottom and top of stairways where the bottom edge is less - than 60 inches above the walking surface. ; Page # 6 Code review for: " Pr�ject Id. : Moncrief ResidPnce r' Address: 4788 Meadow Lane SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310. 9. 1. 4 2) A sm�ke detect�r is rPquired on the ceiling or wall in each slee�in� area. -- Sec. 310. 9. 1. 4 3) A smoke detector is required on all stories. -- Sec. 310. 9. 1. 4 If the upper level contains sleeping room (s) , a smoke detector is required in the ceilinq of the upper level close to the stairway. -- Sec. 1210. (a) 4 4) Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup. -- Sec. 310. 9. 1.3 5) Detectors shall sound an alarm audible in all sleepinc� area of the dwelling in which they are located. -- Sec. 310. 9. 1. 4 FIREPLACF REQUIREMENTS: MASONRY FIREPLACE: 1) Fireplace must be supported by a foundation. -- Sec. 3707. (b) 2) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick. If the lining is of firebrick then the walls may be 8 inches thick. -- Sec. 3707. (c) 3} The minimum clearance to combustible material is from the fireplace, smoke chamber, and chimney walls is 2 inches. Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 inches may not project more than 1/8 inch for each 1 inch of clearance. -- Sec. 3707 . (h} 4) The hearth must be noncombustible, a minimum of 4 inches thick, and supported by noncombustible material. The hearth size must be at least: If Opening size is: Front extension Side extension Less than 6 sq.ft. 16 inches 8 inches 6 sq.ft. or greater 20 inches 12 inches -- Sec. 3707. (k) & (1) 5) Chimney height must be per Table 37-B ; • Page # 7 y Code review for: Project Id. : Moncrief Residence � Address: 4788 Meadow Lane OCCUPANCY 5EPARATION: Between the garage and the residence, materials approved for 1 hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B & Sec. 302 .4 exc. #3 SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- 5ec. 711. 6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials.-- Sec. 711. 3 3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts, provided the openings around the penetrations are fire stopped at each floor. -- Sec. 711. 3 4 ) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711. 1 & Table 6-A �, _� � ` Page # 8 • Code review for: Project Id. : Moncrief Residence Address: 4788 Meadow Lane ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505. 1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50� of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505. 3 exc. #1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505. 3 exc. #2 For a 500.0 sq.ft. attic area: Ratio Minimum sq.ft. of vent 1/150 3. 33 1/300 1. 67 1) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 310. 4 A window must provide a clear open area of 5.7 sq.ft. , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . -- Sec. 310. 4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310. 6. 1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310. 9. 1. 4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310. 9. 1. 4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 310. 9. 1. 4 , + i � �t y � Hougland & Associates � � 5616 County Road 100 . Carbondale, Colorado 8i623 (970) 963-2312 �ldll dtldl�/S1S IJdS�CI U11 the 1994 Uniform Building Code Fr�j�ci. ivumb�r: VaiI01. 97 DaL�: July 31, i997 Pro�ect Name: Moncrief Residence Address: 4788 Meadow Lane Contractor: J. D. Builders OC;C:UjJdI1C:�/: R3,U1 Fir chi L�cL: S L�v�n �TdIIl�� R1C��I1 Construction: V-N Engineer: Petrovska (soils) Report By: Art Hougiand NOTE: Th� c�de iLem� liSL�d in Lhls r�p�rL ar� ii�L inL�nded L� k�� a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code. ReporL creal.ed U�S1I1C� Pldil AnalysL s�rl.ware k�y }� w & a. (719} 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 19G1 edition} with permission of the International Conference of Building Officials. # SHEET IDENTIFICATION C�RRECTION RE�iUIFtED ---------------------------------------------------------------------- ---------------------------------------------------------------------- , 1 SLrucL. RE,-'V1,S1UI1� ii�L sLamp�d: All She��s L� k�� SLdIIl�J�C� dI1G� slgned by an Architect or Engineer registered ln this state. -- Sec. 106. 3.2 . Onl�r one partial set of revised structural plaiis w�r� resubmiLLec� L� L�i� Tvwii. S�i��Ls 1, 2, 5 & 6 of Town set of plans are required to be stamped and signed by the architect and stamped signed revised sheets provided by Lhe arcliiL�c� l�r L�ie �ii S1L� s�L �l approved plans. , , L � ' Page # 2 Required corrections for: 'Pro�ect Id: Moncrief Residence Address: 4788 Meadow Lane # SHEET IDENTIFICATION CORRECTION REQUIRED ------------------------------------------------------------------------ ------------------------------------------------------------------------ 2 A4 Window Schedule: The window schedule does not indicate escape rescue windows for some bedrooms and the caretaker unit. The schedule does not indicate safety glazing in areas where it is required and it ls not indicated on plan elevations or floor plans. Please provide a revised window schedule for review and approval by the Town. 3 S1 > S6 Design Loads not lnd. : Unable to locate any design loads specified by the architect as criteria in the design of the building. 4 S3 Truss design loads: Provide truss design loads specified by the architect for manufacture of these trusses. 5 S1, 2 &5 Foundation plans: Revised plans are not stamped and signed by the architect. A second set of stamped plans are required to be submitted. 6 E 1 & 2 Elect. code ident. : The electrical plans do not identify which edition of the electrical code was used in design. 7 A1 & A2 Kitchens: A main kitchen and a kitchenette in the caretaker unit are indlcated on the plan. Please verify with a Town planner that the second kitchen is appropriate for this appllcation. 8 SD1 Driveway/drainage: Please verify wlth Town of Vail , Public Works Department that drlveway drainage and culvert design are appropriate � for this location. -, 9 S1 Crawl Space Vent. : Please indicate method of providing - crawl space ventllation as required by Sec. ' 2516 (c) or by an approved mechanical means. f " Page # 3 Required corrections for: Pro�ect Id: Moncrief Residence Address: 4788 Meadow Lane # SHEET IDENTIFICATION CORRECTION REQUIRED 10 A1 & S2 Crawl space access: Access to the crawl space is not indicated. Please provide acces as required by Sec. 2516 (c) 2 . 11 A1 & A2 Cross Connection control: Please verify that cross connectlon devices will be provided for Spa, Hydro tub, Hose bibbs, dishwasher, boiler and any other device where protection is required. 12 A1 Kitchen Island fixture: Please indicate how the island sink in the kitchen will be vented in compliance with the 1994 Uniform Plumbing Code. 13 Al Space & water heating: It appears that the space and water heating appliances are to be located in the garage. Please indicate the method of installation, accessibility and the providing of combusion air. 14 A1 & A7 Fireplace gas appliance: Sheet A1 indicates gas to the Ma�estic 48" Superhearth Flrebox. Please provide information regarding the natural gas appliance planned for use. 15 A2 Attic access: Provide an attic access (22X30 min) to each attic area.-- Sec. 1505. 1 16 A1 & A2 Safety Glazing: Glazing in a hazardous location is _ required to be glazed with safety material. -- Sec. 2406. 3 & 2406. 4 . Window over �" kitchen sink is within 2 ' of door edge, � - windows over Master Bath tub and window _� adjacent to door to stair in caretaker unit. • . Page # 4 _ Required corrections for: Pro�ect Id: Moncrief Residence ' Address: 4788 Meadow Lane # SHEET IDENTIFICATION CORRECTION REQUIRED 17 A2 Escape/Rescue windows: This area requires an exterior opening for emergency escape or rescue with clear area/dimensions speclfied. -- Sec. 310. 4 . Please verify that at least one window in bedrooms #2 & #3 meet the above requirements. 18 E1 & E2 Not indicated on plan: A smoke detector is required in the access area to all rooms used for sleeping purposes. -- Sec. 310. 9.1. 4 19 E1 & E2 Not indicated on plan: A smoke detector is requlred in all rooms used for sleeping purposes. -- Sec. 310. 9. 1. 4 20 El & E2 Not indicated on plan: On an upper level where rooms are used for sleeping purposes, a smoke detector is requlred in the ceiling at the stairs. -- Sec. 310. 9. 1. 4 21 E1 & E2 Not indicated on plan: A smoke detector is required on all levels wired to an alarm in the bedroom area (s) . -- Sec. 310. 9. 1. 4 22 A1 & A2 Occupancy Separatlon: The garage must be separated from the dwelling by 1 hr. fire-resistive construction on the garage side. -- Table 3-B & 302 . 4 exc. #3. The plan indicates " trap doors" in the garage ceiling between the garage and the dwelling above. Please provide a detailed plan for these doors indicating compliance with the above requirements or of Table 5-B & 503 (d) 3 of _ the 1991 U.B.C. _� ' Page # 5 " Required corrections for: � Pro�ect Id: Moncrief Residence Address: 4788 Meadow Lane # SHEET IDENTIFICATION CORRECTION REQUIRED 23 A1 & A2 Occupancy Separation door The door between the garage and the dwelling is required to be a 1 3/8 inch thick solid core or 20 minute self closing door. -- Sec. 302 . 4 exc. #3. Also see requirements of previous correction. 24 A1 Group M (garage) : 1991 U.B.C. Sec. 1104 Special Hazards states "Under no circumstances shall a private garage have any opening into a room used for sleeping purposes. " Please provide a plan for the caretaker unit that does not present this condition as presently indicated on the plans submitted. 25 A5 Stair Sec. not provided: The maximum rise of a step is 8 inches and the minimum run is 9 inches. -- Sec. 1006.3 exc #1 26 A5 Stair Sec. not provided: The minimum headroom vertically from nosing line is 6 feet 8 inches. -- Sec. 1006.15 27 A1 & A2 Not indicated on plan: The enclosed usable space under the stalrs is required to be protected by 1 hr. fire-resistive constructlon. -- 1006. 12 � , � � � \ w.� \ , _ 8g�0.1�� t � y � � � . �-- --}-�t-�- -' � �A�:nmucse,.r ,z' �f �� �=21 °��' 19" ��:� �;�N.�-� , � ,�� i �, Z ' �` R= 125 . 0� ' �� ������ ` � � `� FL04�L t i� L°�1 . �CO � - � � ��� , �� � � ,��----t�.� �._f,__ t�� f OF p f TCH � � \ T=2� . 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AS AN ' _ _ J I.� �-� , � / . \� � � r� r� �� _I _ , SEWER ; O approvaltofn any vliolahoneof anyrof the�provislons of thl �cod�AV�ICELI7THB PRDPE�RTIf OF FERT t L t ZE �hJD� t'ROTECT THE YREE • a , � / ��� J,+�� RSDfN A.t A , _ . �,' _ � � � � � ` � Q� ' r, � � / � or of any other ordinance of#he�unsdiction.The issuan �� x,��r,AND IS N07 TO HE , � ,, � t�tROC1C3ht0�tT CO STRUCT t ON. ; ,/ � � ' .qC permit based upon plans, specifications and other dat sha1� � USLD ►x wF�oia oa rAaz �trtsovr ' r' � � � � r' i not prevent the budding official from thereafter regui ng th�fi��AI11�N AU7H0&IZATSOY OF � � ;f� � ,' � , �, � ; � I � j � correct�on of errors sn sasd �Ian�A�p��ifi� A� EVYN JAl(E6 R1DEN � � n �j/ �(/ � ' \ ` � _ __ _ �_'__-_,_' __'! / � � _�---_- Q�� -__-__'— �,� � Cl � / tHt 4-0NtRACTO& S}iAiL THOR6UCHL , , , - - - ---�------------- - ,--------- - -- ---� � �' �' , ' � / , 1 ' f 1 -� , �' � -�� � � �,��,� � � — �-- t � e^ 11�LO�..AND SUAVEY bXiSTING � � � i'/ ( LOT � \ � � ,�SPffr�L't`\1 VE i � � I / / �' - - _L _.__ k'�..r�eius�ooxnrrcoNa To VEIU➢Y � _ ' r � �, O.�J�L L 1�C. � ` \ 1 I � / ���Se�a a ^ �OAL N THfi DIU NC� /�� � ,__.///��1 /��' i 4'188 h��1DOW L�1NE �_ --- __ -T s� \ \ '�� ff � � I � � AN7 Y�AR�oN� A DGSCP.PPANC(E8 r� � � �` �� ( � / TO THt AIl.CH17ECT BfiPORfl . �' / ` ^ �� � ` `� \ \� �` � � � ' � , lAOCEEDINC 1.l7 r l ,' � °� � � METER LOC�iT I ON �'�., \ �'� � f l , � a�i .a o , d „ A 1 � � � , •� ' 1 1 � L�� � i O� TO DA7E� a��+H o�• 17�L , � �1' W�TER RE�IDOUT� . \!� � � , /J � � ,� � �--. �. \ � � R�' 1 25 . oo � REV(9ION DA7E 1NITIAL � �T' r,f � � \ PR�TECT TR�E TO DR I P EDGE '��� � � � ���-'"�+ ^`''�,` � � `� � ' 1 L=�1 . C6� 1 '1/1/9'f RJH `�' ` ' ,-` � � W I TH FENC I NG � �� � � �� �'� ; �` i � / T=21 . 0� � 2 "3/2��9`7 Th � � / � � ! _._�_ — � � ; SNOW STOR�IaE--�_�� _ --_--_� � � � - �' \ � �' --r-- ---- �'` -�. ' _____ _--_--_ _ ��-- i , _ , �r/ � , �i , i �---� -- �_ .�.-- __r—_—__...------_ /�----- - �C`--_—._� — -----__.__— _' � \\\ \ 1 / � ' � ' �•�^ � \ � �'/ , _______________ ________________---__-�-'_---- \ ( � f� i \ `.\ r) / p� �"' ��,;s�'� f,Y��y{"� 'I�i'0� �l�o"'QtF ����`��'^y 1 ,a,�2 / �W \ � \ L_^---_._._...___.._ � � � � r ��` � � / � V �ro�C .�,4i�°�, �{J ' f� � \ ` � 3.Q' / ! � � ,, � � 3 t , �' `�� i / � �ji,s' �'S�2, o Ss69. � �� �7, � ,�" . . � / �O/ , �� \ \ \ / /f / � , � \\����1 1 � � / � f \ \ f \ � ' � � i � � �'' � / �� t7?1 L.1 T7 a�pRA 1 N1�t� E1�S�h�NT � -----___.� � �POIMD PL11 I N No. S �1R t , � � � \ � �- 0.4' � � '��,.. �..--------------- ----- ----- -- � `(EL�1l. � 8" 41 .6' ) ! 8342.0' � �'�`I.s �s''y'/ 4'sS�z. 33 32. 7S �/' ` � -F- . ' � � \ 0.4' � •. � „ I \` \�\ o�� r��,.,� � � �. �` \ , „ W - 1 q 3 . "I'1 � ���L f M 17 OF D 15TL1Rb�1CJCE ~ � \ � ' \ � I _ `�� � '`� $""J 0�' 20 EROS 1 ON CONTROL - � �___ ___ ____ _�,_�-- � � -.-� .�,� ...� � \ c�' � � \ � � .,.._ / �, \ � FENC E NG �-� -� � ` �;.�� �- �- -- � �� � - `��' �` . � _ � �,`\. ~ ``� � �. � .. � wooa �� � \ c�n w t�-� j �':��{`� � � /r //��\ � , \ \ / ��F«J�s I � � � � � � � V � � � � � � � � � � i � � , �\ � � . - � �`�. � 2��i���� Lt�T 5 �,�tn P«.��'' �� % � � � , ` _ , - . `� ' .,' ' 1 � - 1O9 _ � �o . � � . 1 _ �`,;- , � , , �� �" , _ ' � ' � _, � ' ., - - , - , , � . ;" , � � � .� . , . _ - , i�� �- � ' � - + ��—� � T . own of Vail `�_ � � w � � � _ � �_ , _ � ' � �F - � _ . - _ - _ FICE C .- . � OPY ,� � , t . � _ __ _ _ _ _ _ _ v _ � - . _ r . . _ . _ , . _ _ _ _____�______ _ __ � _ u _�, � � -- -- , � , 8�40.1 � = P0�78 i S' LOt�K3 _ Gien$ra 1 Lsndacspe Notee �� \ /t� 4•x,,�• (�IOOD OR � `�� ' �� �°�L 1 �'�r'J� 1�I n 1.3 LDS./!`T. S'tt�L. H , Treee and shrube sha 1 I be p I ahted i n p i ts 1 1/2 t i mee the s� ze of 1�. � h� � ,d R= 12,r,J ,��� lo' O.C. <M/1x.) ; „ U� � the p I ant rootb� I I and 6ackf 9 { t ed w i th a coMb i n+�t i on o4 topeo i I , 1a• �.a� s�e ' Q i - wet 1 rotted manure and oompoet . !ll I treee eha ! 1 have a wel 1 a 14 at� ou-vu��ua wi� ` . FLOI�L1h� '�[/ (,,.��"'� . ��' PILTER P��IDRIC� — ' .�s :: , a•�000�►«.e aT� � �e , a� o�-rcn 7=2� . 02, 4z- w ce� �a E c,.c � c�� � � m!h imum of �4 deep, compar+�b t e t n s!ze to the dr i p t E ne of the c ��z-cru-�� a� � . �9 � S'TR�NC�Ttt 12o t.es. � tree. 1lt I dec i duoue treea shM 1 ! ba et�ked wi th 6' etee! "1'• e'61L�tL T'rObT 8T11kF.� FOR Tf� .�. , COhti°lIC7 blRT z i 2� cu�� aa oveia , , � EDYIIL�M O!'EN I NQ � .�; poeta and guyed wl th #14 gauge ga I van i zed wi re and 1 1/2' x 18" a,�• a� e�r�ucc � � blZ� 'TO = - i � � � ,�-��t='� ^�Fa,.. o0 nylon tre� m�rapa . A�lter tnetaltation elt newty planted treea , �- f//f/' �q Y =� _ � � - �, y d \� � !� W�[�r ��I�� �2� Wj� ��_ _ T '� � 'r I fu-_ � � � eha! t be root4ed wlth a ! Iquid root growth etitnu (ator containing � -- � � lil_ `-W- , i � _�,� �, ,_ � t � . Noc � � FOUhD PL111N No � RED --�. 8 MESH (M�V(.) '�r� -;wr�` ;�- c^� ,.. W vitamfn 6-2 aa wall •a a etow rele�ee fertil3zer . ` • ' � - - � , - -_ � � =aW- - �\ <CLl:Y. 8�40.0 ) �`` �' � 1�- AIIA(� W1RE <MtN.) � -'1_ �'`_ _='' ^u��-,�='i'r�L .�. CGj �N � . , ,,, �-, � \ , � 'i��i �i , m,���. � -� ,; ��- x �w y i - -�, _-� r � � �� 8T1►!°LES <P'OR G�100D T{ i =, �'- `='�`,;,}�,;.u_�'"=� �',' o E� � hl i shrub beds sh�1 ( be I i ned wi th weed preventi E ot� m�t pr i or to _ _ "" � - �� rr =� - � EROS 1 ON CONTROL �,, � S� . ;I��-� - �, ��+ _ �_ , _ - L � O oo� '=�' � � .�,� ' , , � WOOD POSTB) ttG/1YY - ~'' r�r"�i�'= �� -.��'-�r� ��r - �q E-+ bei ng topdressed. �11 I l.ree we t 1 e wnd shrub beds sh+� I t be ,= , _=�L � - � Tk _ ,� � � FENC 1 Nt� , `.� , �-� ��� - - ,, - ���=-�;r-`�� � � � � to dr�ssed w1 th a 3 n imum of 3 of . ' L- ���-� ``��� -� 1�F� �"'-^, � , , , '�1 �.8' �, bUT1' 1 LONQ cMiN.> �,j�� , �,_ i �_ _, '��,, ��P •�, z p m " bark mu t ch �_���,=��e�'_-'��,,'(�� ir - '�� _ � -'�;�.;~�`.a � '� \ , �` 0� WtRE (FOR S7EEL P03T8) �--����i�rt_���r=T, _,, �•-�*��s.,�- w p � �'" "t-�i��Ti-�i''r-� =9 -i� r l�"� �/ �\� � � ,�,_—�.�;'�c�i, =Y�'i�-�'� ��=..L��T`_'rr-crr.� �(� V . .�.�.���_�� z . - � .. .� Herb+�ceoue p 1 ant i ng beds sha 1 I b¢ topeo 1 J . t i ! f ed bo a depth of na�z�nvraa�w n�r.o aer�u. x aurre ,'� , � ,° ��'��` , --� � , 4 �w .O � 6' and be roek �ree. �l mi xture of compoet and we1 I rotted manure �N � �' �� '� ' ���� \ � '- � ' O ��' � � should be ti ! led in�o the P(+�ntlnf� bede ( 1 cubte �ard aompoat C R L E 9 T J 1 1 C t N a D E T J 1 l L ,' ', ����` � � \ �°� W ' pet- 3g0 s.f . , one cub t c yst-d m+�nure p¢r 2g0 s.4 . > . �1( I �� , ' , , � � • , `� , , ���,�,�` � � EROS t ON FENCE DET1l I L �N � � herb�eeous plwnting beds sh�l ! be topdreased wtth 1/2 bJacfc , , , '�, � , , , , , , , �� \ �� ' Co I orado humus peat . � / . , ' , � � "��� \ S \ � �`' ,' � � � � � . � '�-�� 73 �S � agsa s- o � � %�` � � '1 `�','' 0 � � A� 1l1 t d i aturbed sreae des 1 gnated on t he L+�ndscape P!en to reee i ve � / � % ` ' , � ' ,� , �� � ' z � �Q'� � � W ' nat tve graes treatm�nt shs t f bc reveget�ted by eowi ng the f o 1 1 ow! ng � �� � � �� � ' ` \�y? � ' � � \ � ' � � '���� � � �' S�W�R Mi1N110LE �' � � � �� ` �. ���� � � RiM EL.�Y. � 863'1.9' aeed m(xture at a rate of 42 I ba. per scre� � � ' � � � �p "� - lNY. P�Y, 8581.0' W L 1 M 1 T OF� D 1 STUR611NCE ar � � • � \ �� , , � ��, 4 1 ' `" ' � 20X Manehwr Smoath Drome= 30X Ltnn Perennt+�! R e: �' � ' � � , ^�i � ' ` �� � \ � I��/ . � i�,, , ��'`�� . • �►�,i�� � , , \ C�ITY PF_D�",��,� 20X Kentuaky 31 Feacues lOX Potomic Orohard Oraeet �, � � /� �{' , , , , ; _ . ���, .' , � \ � � \ T�� F�RE tt7D. O lOX T i tnot hy r lOX Sheep Feecue. I � � • ' r / < < ��' �'�; ` � , „ ' , $, r 8g38 �' - // • � / 1 � � � i 1 < � <� � � � �\ � �, � � � ' � , I � , � 'J �, . / � F \ �. � �,� PttOt�,PEq�. � 0 , � One app! i cat i on o4 18�46-� f ert f 1 i =er eha i I be bro�dcaal, pr i or ta � �' ' ' ' ' ;� , , , , ' � ! 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' t p f � � I \ \ \ � �, \` ��1� \ \ / ', � ,r,`�,�`.`.;:"� ,� s�'`�, ��,�.-� �.�-. < �� � \ � ` ^',1: � �' i � � cr r;a,�, � o � �' \ � \ � ` � \1 M!T OF D 15TURb,�NCE � ` � \ ERO51 ON CONTROL ,�';�,��,N�,�.,���.��'������ �`��,,�'pq Q � ��"�:, , r�� � � r � � `� �` o u I.1 �' �, 1� �+� �� �� �_ � � \ J FENC 1 NG �"`ea� ��.^;- . �i �� , _.�' _ -- --- __ — � � � � �.� �� `� � � — � � F 4�`$'t 997 _ �`- � - � � � ��o .�• �. ��-- '��-'`�� 6 2 5 � �� � � ` ` \ � ` \ k100D FENCE � � (�1J1' W i R�`-� j � - �� 1�� �� � ��� ' i � � ���� � � � _ �' ° � '`� -�� 1� ������ �g.� ������� ����� � � �- ce��Ne or 11T EXP05ED ROOT5 CLE�NLT L 1 Mb � `� � . � � � � � -� �� ' : 20` DRA}N�IOG CAB�h�NT L O T � ' UT i L I T7 POI.!'_�f I t I _ - � - FERT 1 L!ZE 11ND PROTECT 7HE TREE , `� �,\ "�� ' 1 °0 ` 1 O 9 - O 90 i TNROUGNOUT CONSTRUCTION. � ,� � - � ° � � __ � . • � Town of V 1 � ' � � - F IcE ; . OF _ J rf - - -- - _ � �j " -- �. __ - __ _ �- � __- - - -- - -_.__ - _ � — ---- - - -- -----_ - ._ - - ° _r' _ ...,��......., � � ._�..v�, -__ ,...��__ _� __� � ��� - , ^ . ; � � _ _ _ _ , _.,._...._...'..� � _ , � �� f - � � � �` = �__ _ . � c.7 - o�� � � � � , , � � � � - - � � �_-- - -- - � ��� � , � � � � �=21°45'19" � '� � � F WIJNE\\ R=125.00' � / DITCH � L=47.46' � T=24.02' ,�j�0o •� FOUND PW No 5 REBAR \\ (EL - 8540 0') � \ �/ \ � �,� �� �ge) �� R��F �� --� � �EQGE OF PAVEMENT � \\ � ��/ �oi T // � \ � \ L`\ R�0 �� 0.1 ' � \ // �'~ \\�� �S����" � ryy \ SCALE: 1" = 20' � � � ` � �` � � 44�3?, \ ♦ I / ► p �`CATY PEi�� I 1 SEWER ►AANHOLE �r �v ` FlRE FiYD Q R!M ELEV 8537 9' X � �tt � � INV ELEV = 8531 0' / - LOT 3 � / �0 6 � '� .` �NE � �0�WA�R ��� � s � I , / s $o � � I ; T(fLE COMMITMENT PROVIDED BY, lANO TITLE GU�RANTEE Co � ORDER No V006619 / �i94 J / o / �6 �''� � ' , / , RIDGE ELE� !'� ' a / � I � � . i h / =8572 4 - i . � , NOTICE // � � /�Y!'- kh / ��� ^ / According to Colorado law you must commeice any legal action based .� ��� � upon any defect in this survey vrithin three years after ou first . / l`i .° � O � y �/ 6 0 �.� �.- ` p U .� � discover such defect In no event, may any action based upon any �,�_y TYaO-STORY $ / / �' /� ^� �� / / � SlNGLE FIUAILY � � Q � / I J2 �• defect in this survey be commenced more tian te� years from the ►�• � WOOD FRAARE STRUCTURE � � date of the certification shown hereon ��j��� // / � o (uNO� coNS�ucnoN) / � � � � � O 6 „ o � I J ,� IMPROVEM NT <v/�// / `r �'� "� 11 lss . � $ d � � ,� E LOCATION CERTfFICATE � ��// / � � o o s� � �Q � �s O � - - --- - I hereby cert�fy that this Improvement Locatqn Certificate was prepared � �°/ �� 2�Z � � , / � O � o� � - for PHIL MONCRIEF h � / / � � � that it is not a land survey plat or improvenent survey plat, and that it �s � S`�/ � � � / �,� � not to be relied upon for the establishment of fence, buildmg or other future � � / RIDGE EC V a l � � l ` LLI � improvement lines � /� / —$569 �� o / � ,� / / � I further certify that the improvements on the above descnbed parcel on �� �l l\ � ° � S ,,,.�_ this date, 12/15/97, except utility connectiors, are entirely withm the �� � �� / b o u n d a n e s o f t h e p a r c e i, e x c e p t as s hown, tha t t here ore no encroac hmen ts � / � / \ upon t he descn be d premises by improvemen� on any adjoining premises, � exce pt as indicated, an d t ha t t here is no ap�arent evidence or sign of any /� �BUfLDING SEiBACK 2�y � ' O e a s e m e n t c r o s s i n g o r b u r d e n i n g a n y p a r t o f sai d par i, excep t as ,c�a t�d � °• / � � I Q � `�,e\ _ l ' ' '� / Date:__t S 9�--- ! �"� �� - �s / � � � OveK / ---� ''`- `� / / U�YKert � --� --- W --- - � LOT 4 (NO DRIVEWAI� � / Sanuel H Ecker � , � / y S�'� � � . /�ia�5e � �d E(ev T�C L—lev �v� Col�rado P.L S 300�1--, �+V� �LL�;��� u K t�, 0 5221 AC � � � � �v� � ' = ~ � 4788 MEADOW DRIVE �20' ' � � �j,A � ':= ' --_ 5 /� �"� � Ss6?. 7s S5 b 9• I 1• o vc� '�r,' ���ry ���'` ~Y i� / � ' � �p�'���] O�,T� •r�"�+� ,. °aae-�c" �''� r.� ffd:'��j�'e3 afi�4e��i .°'';`/ / ��. 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F � � � - , � � � � _ � � - t _ . . �f� �, - ' � _ � - _ _. , . . - . � � , , , ° � .. - � �C3�TNDATI�N �i►'�LL ST�P ��TAT�. �'�'Y`P� .LOFT �LOOR CONNE�TION - ' . � � � ` � � ,, , � - , � , , � � ' � - .. ` i - ' _ � � � ., � i.I� �� � � � , ' � ' _ . � t < <�. � . . ��5��.:h.���,. ��T���ar , _ - _ . • , 1 1 0 , . . � ' `� ` _ � . L __ , � -� �,�� - ,' . ,,;�, ,-� ,. . , � , e� ' � � A . � r ' " . - - � ° , ' �_ � ' � , , I ; , . , , ` ° , ;� . , . , , 1 1. t5 , � ` , , - . . . � _ . „ _ � . , . , , . . �� _ 4 a. �, 4 ' F i� y 1 , � c "` • ` ` I i � ` 4 r a ^ + 3 _ � ' _ � ` y ' T t 4 •• • ` � � i �. � � • , .. _ � - _ . i � �rY ' '� l^ l , � , . F ♦ + ,1 ' '. � r v a • J � J V l ` } y � s ' ' Y � � / i r ^ a' + Y �, x r � 4 + ` ' � 1 . . . t T' }, y ^ ` . � - ^ , . � . ;_ � . . T .. � � - , .. r w. a � � � _ . ._ � _ .. rr a n• � _..a .. � _ .-.. a � .� � e . � ... e .. z _ c . � � � t � v .. - i _ _ _ � � e r u f .. u 1 . \ � . _ • . ..t . � ' '_ _ r [ a t _, _ _�e- _ _ v - e � . .._..� � _� _ _ .. _ �_ L,.. ' _ , _ ` Y , - , _ ` : _ -V _ ; . ' � � e � , - . � , � ` . _ � � - � , , ' a � � ' � > } ° _ � � - , " _ - , < <- , ' - - � ° .� � ` ° . ' - � ' cn _ - , � � _C�ENEI��1L (JG't'E8r MONCRfi�F RE91bE1JCE _ � J02� � 91Q1=Q3 � � - �hr�a s�r �our member• �re requfred. they sh�! ! be 4'�itened togethtr with �wo Toenaf I i�ff 111ong Caurses= Fsec Na�i t 1ng to SupPortat U ' • ' - - ° " ' _ x�ov'ts ot 1/2' d t amet�r thru-bn 1 te • 24' a.c. un J ese� nated. ` � a , " ` OESIfl� CR�TERl�1= " ' - t : Framtng notes� � " - • « • (� � > > , _ . 8d � 30 o.c. for 3 nominal 2bd for 3 notriinal � � - � � � " I .' Ex��rior Watte= , , I8d � 30" o.c. �br 4` nominat 3dd for 4' no�r►lnal � � - � ° ' , Roof L•ive Lo�d ���rr��.���r��wY��.��rw��w�.������r����p�r��s�r���r.� 8p paf / 100 psf ' �'�. - 111t axbtrior walls �re 2x6 atuds � !6' o.a. �o � M�zlmum helgh� of I2' 16d � 3Q' o.c. for 5' nomina! - 50d for g' nominai ' �!oor Lbvo La�d . g0 ps4 / 40 s� 8" , 2x6 st�uds • 12` b.c. to a tn�x Imurn het ght of 1�4'�6' a�trd {2) � 2x� � � � � �.�r�.����r��.rr��.�������r.��r��rw►�r.►��.��arrr.rw��.r�..r�..� � , � ` F I oor P�r�.i t t on Load -----°--�---°`_..___...,__..�..�---------_ � �,�� , . stude ♦ 16" !.o • max 4 muM- �►G 1 ght of 17'-�` un t e�s ot�l��rwi�� noted , DJICKF t LL INC�= �� w . -.� 6ta F r/Corr f rlor Li ve Load --_..____�._____.:___..______.._.,_,.___ la0 ps4 ° Cap w 1 tih � doub l e top pt��e t nets! 1 ed to �rov t d� ovcr 1�pp i ng �t coraers � � N oo � - � _ � � , � . 6aete Wtnd Sp+eed ----^-�_��___=_-_�__��-�__�_�---�!_��_--_- 8p�tnpCt tExp. 6> ' ' •nd at- interaectione wl�h o�her psrttt4bn�. 1� ov.arf�P is nat possibte s. Do not b�ck�111 Mgaihdt ratatntng walle unttt aupporting etementa are in p(ac� and r,�.. �t � - „ . 8��nmte 2one �����'��'�y=����l=rtr�r�n.=�r�.r�.r�.���r.��w�.�.�rrrRr�r'�.� 1 - ° � atr�p' top ptatee �wlth metat etr�p tle (8itnpeon 8'C2°!2 or �qt�tvalent) , seaurely ancht�red, or adQquate shoring Is lnetat ted. Coneurrent backFi C t ing of � �n`'� � � UbC Edi t t on -�--------- ---y ---��- ----____.._.._�___________.. I9'°1! _- 6. F1 oot� or roaf f r�Mi ng mem�ers must ba •t i�ned �o bsar w i th i n 5 1 t�chee eaeh a t d� of a rete t n 9 ns� wa 1 t to � i na! gredee ed i nd 3 c�t�d on p t an or sect t on e 1 a ����, ,�, � . F ^ ! of tha etuds ben�aath. requft�ed uniess tempor�ry shortng i• Inst�tled. �c� � � ' _ � � , �- - �[)CWC��iTCCk�t CE6IQNF ' - ' C, Prov Cd� 1!2' th lck I1P� Fated sh��Lh ing (pi+�wood or 05D> rat�d 24�16. 6. Yer i fy t.pa a4 f 1 ! t wi bh ao! l s eh�i neer ahd struaturs I en�i neer pr�or to backf i I I 1 ng � ��.� � , �� ++� _ ° . � ' _ �- ' - � ' �� 3 � , axpoeura I, at extar6or f�ce nt ex�eriar wwtte.� 6loek atl horizo�ta! ,Join�s, - �UU °� ' � , ' - - a. Deaign ot ind3vidus� aad continuoua '4oetin�la ie b#std on an issum�d baximum y - D. Provtdc (3?�2x10 headcra �ver at ! dcor and window openinga �Y' �" `� z . ' ' -� - �t=towabl� baarin�d' presseare of 250��ps�f <dt�d lo�d #�Ius tu1 t I tve load) : � unls`sb otherwisa iadlcated. � , - ' w,,,a� U � . � �- '�' , � + •b`. �oa�in�• sha( 1 b+a, pt��csd bet �E�� rt+t�u�al vndE*t�trbed soft , �►r ° . � . w E. 11t beam baaring loeatlone tn e#�ud wa11e. �ras�td� muitlple-mtud poats a. ,�JI grot�t bens�th colutnn b��e ptatee and stcal beaMa at beRring shatl be non- ' 0 •-�� � � � � - _ ' � •" coMpactad •tr�uctur�1, f i t 1 . b�t ow trost dep�h. - � �q�t�i bo wt dt�h a�P be�r!ng m�mb�r un i ess neted ofi.herw!ee. shr 1 nk, no�-meta 1 i 1 c b5�pe grout. Orout eh+�1 1 have � MI h IMSIRI coMpress t ve ���� � � y � � - � -- �. �°rov}de cotc�t rru�us �'vvnd+��i or dr+�1 ho V around' �hC"pat�tme�er nt a t � � 2. (htar i or Lo�d-¢wr i nst Wa 1 !e= strens�th oP 2g00 ps i . ,� ' �- - ' , b�reement w�i te and �£ th+� base o� ret�ln#ng w�t Is. Contset soi'Cs _ �l. ltrttt�ior to+�d-bt�ring w�r! I� a're nttnimum 2x�1 atndts • !6` �.c. wtth 1,/2' ' �a � • " " �" • ,v ; � �� en�Jn�er, 4a�r de��l i�. _ , " ' ' - � _ �� _ �� .gypsutn wat (6aihd botih alder �ntes• rroted otharwias. C�p wlth a dou6le _ STRLtCTW�1L M1180hR'�� � � ` � ` � � � � � `d. ' ' Sa i 1 cahe3 f E I on�a snd,types.. �K�t 1 be �ver i fi#ed 6�� � repres+en��t i v¢ a�' th$ _ � tioA p t�te i neta t !�ed �o prov!de over t app[ng at cornera and �t i nt�raeat i bne , ' . "� , , � - � � , , " eo i i s eag tn�'tr dur��i nQ `exa�vMt i on. Repcsr� �'ny d f����AMtlaFas �r�m de�!��t aasumpt!ons � � - wi fi�h other-pxrt !f�!o�a. t f dver t ap t s not pasat 61 e, s�rap �dp p!xtes wi th �• Ma�sanry ces i gny aasumpt i ona requ t re that apac i a t �tl!!}�ECt f Oh bo prov[ded dur!ng � ' � - ,. - . � ., � � ' \ - to •t�ructur`Y�[t engi n�ei- �or �t�e�ev�1 u��!on of f oundirt I on dCS E gn. . ' � � tn�a�at strari- t f� {8jmp�Qa ST'292 or a�qu i va I enb) . oonstruat!on sccord i n� to the prov t s 1 one of 1.1�C 9ecb!one 306 and 24�3. � � - � ` , '_ ' . > � ' * ' ;.r , b. Floor or roof' fr'sMing members� mumt be �t tgnad to ba�r �E�h3n, 3 ihchas b� tfol tow )c�d,b�aring conet-e�e m�sanry sh�l ! be t lgh�welght urttta conformEng �o � � `. - ` � . � - - ' � REItJ�ORCEb CONCRETE� ' - ' ' of �ha �t�uds b+eneatfi, � lISTM C90. Exber i or wa I 1 e and aa 1 I s be I ow gred� sha I ! be grude N-I . I nber i or � � �, � � " - ' ' ' , > ' " ' � C. I'rov 3 de t2>�2x 10 headers ov�r �1 l o�pen F ng� t n wa 1 1 c�ts 1 e�• natad wa 1 I e not exposed to weather or eart h ma�y b� grade hl-1 or 8-I . ,J ' ' - ' � , _ ° , �e. � \, Concrets `destgn is b+�+��d- on �h�a 'bu! ldin�`Codv Requiretnenta for ` otherwt+�e. � - a. Mort,�r sh+�! t oonfarm to AfiTM C210 and shat t ba bype 8 with a mfnitnu�n cube , _ _ ' � ' . , , � - , Rai af or�ed Goncrtte*- (�1G3 31$-"95) . ' � D. �1� baam bear i rig 1 oc��i ons t h etud w�r 1 1 e, prav ide tnu t t t p t�-stud, post�c s#.ren�th of 1800 pp i . Do not ues M�sonry cer�ent or �dn�!xtures un!ess _ - � � � • ` - "�' ` ` • , � i�. ' 8tru�tvra 1 'aonar►a�� +�ha 1 � hmve e� mi n�lmum 28•dsy aotnpre��i ve� ' ° equ�1 t�a W tdth o� -bo�r t ng �etnbe�r un��ea. noted 4th�rr�1 ae. �pprov�ed by Zhe eng i neer. - , � ` ` ` . � � ° - ° � , � �t,rtng�h o4 3fJQQ' p�i . _ � - - 3..', �toor Conatructlot�� _ , d. Orout eh�tt b� cosree grout as dstlned in U8C 'Cabl� 2�F-b with a mini�num cube � � � " • � � - � ° � ° ' . c. � � 8pec3�! in�p�a�ton 4ar �he� �sktng of te�� ap�oEmeni �nd aJ�ceman� of cancrete . _ ` �►. Provtde 31�4" thlaR 111'�1 r+�ted 5turdiftoar r�t�d at �CQ� o.c. . �ong�rc end strengt,h of Z000 p�i . �ldmtx�ures sh�l l noti be addad unlese +�pprovad by the � ; � ` . - , • and '�a I K4ora 3 ng .ste�! sha! 1 6e prov i dtd �caot�dlri�t �o t.�C �1ect i on 306. . � gt�oovi, expo�ure 1 . QI ue artd n�3 1 panefia to �t ! �uppbrtis. 1 net�1 ! e��f�e�r• o � ' _ d. Concr��e ehff !. Iae propoh�ton�d u�ln� 1`ypm I or� C I eeRnent. 11dm}xtur�� � ` �ks�►th�ng wi�h long diMenatart pet�pendicuFar �o .�olAtr and� ond ,joFhts e. Min {mu�n prism strength of maebnry w�! ! �eeeMbl ies sfi�l f be f'M � 1�00 pai . � � o � ' . � _ _ ' ' con��f n irig a�►!or�dm� aat ta ah�ri t noti bs ussd. _ " � _ ' -_ _ �t�g$erGC�. � � - 4 . Con�ot�n� to a i ze �nd he!ght I !mt�at i ons •eb 4or�h 1 n CJbC Tab t e 24-C� for grout r� � � ' `_ .j � +` �. e. , � Co i d w4a�Fiar con�ret i ng proce�ture� sh�t ! ba prov i dtd ss racc�mmanded ' ' 6• I°r�v 1 de eo t i d b!ock i ng betwten f!oot- .�01 st�e at �I 1 6e�r f�g (o��t 1 ons. , pours. Crout sh�I ! E,e p 1 acad !n a con�i nuoue pour i n i i 4ts n ot exceed i ng 6 �Peeb . �fj � �1 , - , � � ' � � � T n tite �C f M�n u+s 1 bf Conot�ete Pract,!cs. � 6I o�i:i ng tna�+�r t a! eh�1 f match th+� f 1 oor �01 et ma��r i�! . �I. � bottd bean un f ta aha 41 bs praduced f rom etandard verb f en I I y vo tded un 1 te w E th ���� , �✓ - ` , � �: ��lnchar bolEs tor baam �nd 'oolumn b�x�rtn� pfit�es shail b� pt#c¢d w�th � ° ' 4. Roa� Constir�uc�fona , pre-aut knock-out crosa wNtta. r 4"i . ' = � - ' - ' s�e�t i h�t �emAl a�e�s. � � - � �. Prov i da 3/8" th t ck 11P�1 p 1 ywood ahe�tth i ng reted 40120, exposure 1 . �+� �1 � n+aeonry eha t 1 - b� 14!d up runn 1 ns� bond w E th �xposed Jo!nts too I�d. �i ' , - - � - ' � - , � �. , � -ExP�ne►ian-bol��a ,shal�t� be located at a minimum o4 6 boi� di,�mttets �rom � tnetal l ah+eMthfn� vtith tong dlmepsion p�rpendEeular to rafbar_s ot� truesee� � • U+se cohtinuou• harizont�r! ,�oint r¢inforcing In al i m�sonry wai Is, condiattn� of � a ' ` ^ �hrl ehd ,jott�ts st�ggered, 9 gaga elde wit�es welded to 9 gage truased crosa wir�e. Width of �oi nt � � � 3 - _ � ' _ - � cor�ct-�ta adQC �and i�p+�a�d �rt 10 bo l t d3�matars �un l ass ho�ed otherw!de. � ' - re l nf orc ing eha l t be approx f tnatc t y 2` t eee t�han wl dt h a�P wa! t . Prov i de ° � ` ' � ,� h. �11 1� 'e�o�e�d ads�es Nt+d cor�nere sh�i i �ba ehsmf er�d 3!{'_, , : b. - P 1 ywood she�th E ng sha i t �e aP�t 9 ed cont i nuous!y over bht �r t Mar�} roof' � a�-4 � , ', � , , � � . i .� Concre�e�,�oaver�ape� #aN retnfor�l�� �tee1 fAC! $18-9b> _ ' ' � mem4ers��iraf£er�� or Zrusscs� betow ovct�4lr�m�r1 areaa �c�provlde adequ�te ' P�g'��bricil�d cornera and tacs. Wire sfial I con�Porn► to llSTM $pecif icatf on � - � ' - ` - ' ' " Conct��te cas� �prinal. �nd p�rmansh�ty-expoaed to sirth 3' , ` !�►ter�t st�bilt�ty. ` � , = h�82. M�xlmum ve�tical ap+�oing a4 .latnt rein�oroing ehaJ ! bo 16" . � � �� ;- , ' � � � � ' " Con�r��a i�p►osed �o eirth or wca�i��r= , - � ' C. 1°rov 1 da wi nd/�e'!sm!c at►ehor �! supports 4or �i I root Jo 1 et,s and trussed .1. Prov i de if2' ei a�r+�nae or �xp�ns!on m�ter!�I b¢tw¢�p m�sonry ,�nd ot�her r�11 � � " ' • � r�ftera. Ste n+�i1ing echedulas. � structur�J elements unlass nated oth�rwisa. �� _ . . . . � , � �� b�rr �and sm��f ar � , � 1/2 - � , , , ` ' - ' � � � � ` ,' ' �8' throt�gh #�8 6�r ' , 2' � D. Pravldc �oi td blockitsg b�tween roof rM4ters� trusa�ee inr� lookouts at al ! k. 1lertic�l cc�ntrct Jointa shmi ( be provlded ful t height o4 m�eonry waI 1e ae tocaDed � � , . � - _-� , , Concr+�te fio� Aexpcs�red to' we��hazr or i�n avntact w!�h gror�ad - _ on tha drsw!ng�. Cons�ruat eoatt-o i Jo irts �a cont i nuou• head �jo t nts w!t h � _ ' ` : " � ba�rtr�g, locittona. 4lacking e�sterial ah�t ( match rrlter. truse ehord, or � o, _ � � � , - ' � . � ` � � $t�bs, wa t t s., jo i s�� <#i l b�r ahd wma( !er> 3l4" + 1 ooicbut tnaber i a J . tnortar r,�ketd baek 3/4' aL botE+ f ice• and 30X of �he hor 3 Yonta 1 �o!nt � ' ' � ' �� ` ' - btatns. •ab1unin�s' � i ;�2" � °�. Wtnd 6rsoing+ ` r�atnfdreing ouZ st the �ofnt. bond be�m relnforctng and grout shaf { contEnue �T � , � , � _ , . . , , , s . � � � � �hrous�h �he Jo 1 nt. �1 a � `' r . ` - � �. W+�ttm over 6 te�t lone wktch �re aheath�t� with gyp�um w�ifhoard o� � _ o� _' `~'s� ? . ` •- ' - � t�1t�QR�lNb 87EEL+ . � � , " � botih fiMCesy h,�ve b�een dasi�ned to re�isb wind �Porcee tn accord�nce wfth � • P'1 ! f a! i votda and ee! is wtthin 12` either side o� centerl tne of beam or column p�Ty � ' ` ` ' be�ring loeation• wlth (21�#3 rainforcang bar• and grou� oontinuous to �t ` � ., , , --� _ , , _ . TitblC 4'I"I o1' the t�DC. , , � � " `_ _ � - ` _ ' �o.' � ` D�t�141 t n�t, t�br fe�t ton and P1�eemert� ot rel nfar�al nQ'ites! a.h�1 t � - 6. �JCt �rhaar wa t-t�►. +arew 1/2� �ypsuM wa I !baard tc �1 ! sbuds �nd- b� tnp �and �oundst i en un i e�� noted otherw!ec. � � � * � ' ^ " , b� in `xaeo�±danc�s wl��t tha �IC! M+tnu�! o�- Concr�tc Pwaettea. � � battam p�aE�ea wtth �t8 x !-1%8' dryv�a! t earews �t '1' M�xti+nut� spaaint�. , � m. M�sot►ry a�I1a, inaluding sfte ws! 1s, shal ! h�v� • conttnuau� horizontat 6ond � � � _; ` "' ' w _ � - 6.{ � Exoept whet�tt o�hdrwi re ttc���d �ott �ha drawi nga, rt!nf orc�!ng b�rs ah�i 1 ! canf orm G. Extar 1 or pl ywood or � wa t � sheath t K� t e requt C�e� Ut11 es� apec f� i�a 1 !� beam con�t st i ng af (2)-�t3 b�re and so! i d graut at th� top o4 the wa i 1 and at 8'�0" ; i � ; " r ' t , ' � ' ' ta �i�TM Spectfic�tioR 1�Bl�s-'79 aad ah�t! t bt re�PhEm4m gr�da 60 excep� tles, � - ` datct�d b� ens�ln�a��-. mextmum verbiest vpeoing unlmee noted otherwtee. � � ! -'s i` �, ' - � _ � , � fteld banti b+rra where� permtEtad.f�y• note on p1an� or b,��s �o bG wetded. which _ �. � n. Opa�nlnQs In maeonry w�l ls shal f be rein�orc8d witih � #i6 retngorcing b�r In u � , � � ` - , ` ` � +r h�1 1 lsa �r�de� 40. ' l � S'CRl1CTllR�lt.-�BTEEL� � " � vert!ea r �rout�d ee i ! ea+�h s t de of the open E rtg �nd <2>-#g bars !n • hor E zonta I � � R�� ` � � ° � � '� F , 'c. } : ,�� eP� iee� Itr-'eoi�argte, sl�p, t��rs �6 dt�m�s�ars, At eplia�ts in mre►onhy. lap' bara ' � � � � . botrd be�tr a6ov� and b+�iow the op�ning. ExEend t-�inforciny and grout 2'-�" � a� �' � � , ° � ' ' , . 4E d 1 amaters: � Do rot`-arGl d or ust t�tach�tn!o+�i a�+i f c i n�d dtv f ces un 1�ase �. $�ructur�t� ste�1 ah�t C t be d�t�i t+ad, f abr t cated and erec�.ed t t► �tcaot�dah ae v�I th �he past op�n,1 t�g on •t I s I des. � � � � ; � � , - � _ � - � , sP�ee i f f ci,� 1� �ppro�r�d b� `ens�'i'ne�r. ' - _ n�tost au�rent ��!t E one o4 J115C 8peai 4 t oat t on�► and Code o4 Stenda�d Pract i ca. o. Masenry� a+�1 t e eh�! 1 be grouted on I� �t thaee ae( t s con�a i n!ng re i nf ot�c 1 ng etee 1 � � , � . � ' , " � '• - _ d. . -,1#. cownars. m�kt hot�€zonCa`! brra aantf�ucus or provr3de oarner b�rs. - b. 9Er"uctut-sl s�te! roJted 6hs�aa. lncluodtn� �lates' �nd ang(+�s, sha! ! ba �BTM r136. untass apeelficatly �uthorized by the eKg�r�eer. , , ' ` Taisa sh�Pas sha 1 I be �ISTM Jt500 gr�de 6. P i pas sh�t ! be �67M �A�3 grad�a E� � . ° , - ` ° ° op�n 1 h��s r�hd ��cps ,E n caincrate. prav i dt (2)�#�`s extend f n9 2'-0" b�yor►d �adga � - � - ° � � i � � � , � � ' ' o�P opanttt�` ot- `est�eP. " : � � , , or 11STM �02 . �ENER�'ll.. f�DUIIQEMENB� '� � � ,� ' ' � � � � � � ' o. Tube� �shap�s ar� +�cbua�I stze as ip�el�ted ot� pJan. Plpe slz�es #ndtc��ed bn plan � . > > _ - , , ` - v�: � �xt�nci r�ei ntQr*at�ng et�Qe i s'm1 n tmum of 2{' thr'oagh� co!d .�c 1 n�e. Un t eee � � ; ' ' _ � � ' + ap�cificalty icrci��ad on �l�a or d�atai �s. aoordEnate co}d .toin� location wi�ti > �re nominai <spproximatt' �nside diame�er) �t�d r��er to �ll°�C pipe ehedute e. ' 8truatura erec�ion �nd bracin�= Tfi� �tructura! dr#wings ilJustra�te the , , ` . � � , ' _ ' - �� enginear. , �" . � - � � � �dimehelone. � complaLed structure with a1 ! alatnents in their 41na! posibEana, properly supp�rted � [� � , , . ` } � , f. , Watded wirc f�bric ��hat �.� ccn4ot-� �o`118TM Spe�ifiarbianfiJ1�183. La1s w�Ided ` d. 1111 boita used Fn �t�el 4r+�mtn� sh�l1 comform ttr 118TM 8Pecif icwti�n �82b� �rnd brsced. The contrsctor, In the proper aeqt�encG, ehai t provlde ahoring and � � �, . , _ , wl r�s ��rbr i o �� t�!n itnut� c4 on,e �ts C 1 me�t� pl u� twa i nchae. L�ps sh#t f be- w t r'ed �nehor bo t t• and bo tta used tn t Itnber� cont►tct}ons may be 11STM �4'7, 15o t t br�o i n� a� m�y be requ i red dur i n� canetruct i on to ach i+ave the f 3 na! aomp 1 eted - � � � � , _ t ' t�ogether, � . sEz�s sh+�tl b� 3f4' di+�met�r unless not�d ct�herwtse. d�ructure Conbact atructural etrgineer tor coneultation tnoti In conbract> ed � , � . , ; � �. x � , ° • ' - _ , - e. bol�td u�ed in e�ructur�rl at�ei fr,�mtng sh+�l i be tha break'off tcrque Ee►dic�ting r¢qulred. � " u " , � � ' ' g���� �,� �S��t�, , � ' . ' - ' t�pe, ar tarque Inst�ectfon shal ) 6e prdv(ded �a requircd b� �ht bultdih� � 6. DitnensIon�s Check all dimensions ag�Enet architecturat drswinga prior �o 1 no1��C�c�r. �;,�. �, _ -` ' ' � � � , � � aonetruct on, Do not� ecs f e draw i nge. . ? � � � ' � a, ExaepE� whewa ttottd��oth�srwi`�e, �� 1 2' nomi n�t I umber, exaept� atude, sh�! ! ba f- "�yP�ca t �f r�tnad be�m connect i ahs aha! t �one i at of p�i rs af� 1/4' an�t t es ua i ng tE�� c. Construct ott praat f ees�� Qener�1 conthMCtor 1 s reapone�b t�a �or meuns. methode. 6 co�Y'Rrc3�tr � ' j � 1 �• ' n►ax iMum number cf bo(te ca( I ad tor i n T�b t e t I�I� a4 the �t SC M�nux! <11SD 5'�EVEN JAMES D�IDEN - " , ' � ' r aot►�1 ae�' i�i r�L�t-ah �i2_ i�nd bc�ter, and a t t so 1 t d t trnb�t� ba,�fi� end poote 3 , ttchtv!que�, sequencae and procedures f or construct{dn o�' th i s pro.lect. Not t 4y ' �.i.A. Al€.CHITECT , ��' ' _ � ' � ° � nbtnlr��t a�id wfda�-ah�rlt be Dawgtws �;r-L.�rah'�i2. _ ' ` ` NF�th� Ed{��°n� � � structur+� cngineer of omissione or con�filcte 6etween tf+e working dr�wings a�nd �Lt AIGHTS RESEILVED � ' g. Exp�nsion bot�a ahalt be wedge type 'MI1tE', "R�wl' , at� 'Red tlead' or �PPwoved n`�snocu'�8'�r. '�z'° n" 'D�„a � . � _� - ; ts.. Studs shaFf �a� St,yd g�i�de +tnd laetttr" Dougl�ts Ffr�L�rah or H�m Fir. _ exlsbing condtt�ions. Coordinate requirementa �or mtahahfe�s!/efecl.rieal/plutnbthg ANDAE1L6NjH;A.LIN, as � � � ' ' , � � o. �bG l 1 b`up �o�t,s �h�i ! �ccns 1 st of CSoug t�rs �1 r��.�r+eh or tt�tn F I r �F2 flr 6et�er 2x# ar - eqcr 1 va 1�snt w{th tho �o f•1 owt n� m1 n'itt�um-ert►bedtn�ant�� , pea�trab i ene t hro�sgh structura 1 e 1 emcnta w l th s#.rt�c�ur+�i eng i near. Joba i te u+:r�w�r� o, r�or��oxru. =, � � " � , - 2x6 ebud� }�er'ptan snd �rh+t( t bs ttslledYtogdb�e� wt�h 2 Naws of 16d n�i�ts � 6' ' , 1/'�' dl�rtn�l.er ���- 2 1/2" � safaly ie bha sola responstbility o4 bhe aoatracbor. �1( ! method� uses �or " .��,,�,�rsuDxtg,�t�.l ' � . ,- > '' _ � ° ' - �1Qn�d �aGh stu`d. � � .� _ � _ _ � , ' � 5/8" 'dia�n+ster --=- 3' eonatruet t�n sfiM1 I 6�e 1n aceordance wlth the I�+t�at edltfon of #.he 4tbC. � ,�xrrzvc•ANb 1i NO't 7o AB � .. ' 3/�4" d i aMCtar --�-� 4" - _ vur► �x �ruou oa rAa.r �rcreous._ , ; � , � r , - , d. � Tap an�t" �oti�om plartts s�►xf 1 b� Doc�sil�is PIh�L�rch or �ttem l�ir #2' �rnd be,�t�r=' � ' � � d. 1t is th� responalbi ltt� o�` th� cor►tr�otor to aorc�act� bh+e struct�r�l en�ine¢r� �t the rxa.:,u�n� �►o�xduzerc�or P 1 atia• 'p�aoad df ract ty-ot► conche#,� w�!�t s or a f+rb�s`sh+�! 1 1ae prass�re-tra�tbd t�tem - �+• �ldhes 1 ve +�hchors c�! t ed �Far on the draw t ngs sh+r 1 I be y i�es o�pst�1 e bypt such - appropr i aie t 1 mc ta perf orm s t ta oservat I on v!e I te. Obsehv�a�i on v i sts to L he .Y:vax .�,�ur,,,ua�x , , ' � " _ , - , � f � ` � , `�j�, ��.' � , � - ",� � _,- � , � � Ne ''Mo 1 1 y Parabond' or 'tt! i t i ttY�l' anchor •yst�►:� Mi n lMuM �Mbedmc�►�s� �obe�!te 64 the engirear eha 1 { not, bo conatrued as 1 nepeat!on. - - : � � _ _ - ` t. Withi�s floar ,ja�st �rpaaes beneath_so! id ow bu43 I�we�p a�tuhina� hotad or t�tar� � , ' �1� net aPeci�Pc+r� ty indfa�ted �vn t��e drawlh�s, sk�! 1 b� aacording to tihq - e. Thou�h �vet-y ef4ort ts made to provide a oomptete and cJear eet o�P canatruction txc OONTAACfOAiHAL; YH�]tOOC$L � " � ' ' ' � ' � manuf��turaw'e� aR+�a1 f!eat!otta. docucnan��, d E acrepanc i e�s or om t ss i on s- may oceur. Re i easa o�P t hese CI�"�W I PI�A ` INSPtGT AND ;UIVEY EX[i7(i�C , ' ' biocking�ofi area mqufY+�1�n� tt� octuma sl�ov� ,�hat`7 ba providad. � Doar or wtndowa " ; _ ' _�y ' � r ' � s - " - ` ' " ` - I�. � �l ! w�t d i n� sf��X 1 6a don� i�y �n �WS cart i t i cd we I der. FEIL� QONDTi'ION� TO VBAITY , . , , , � ,t�r Inuners ,�a,nsi n�f np of��� t t ng i o �tud do no� -requ i re apea i a't� b 1 ock�n� i n �f�as ,Io 1 a� _ . � ant 3 e i p���s cocperati i on and con� i nued commun E cet!an betwe�� cantr+�ctor, THAT THOSt 6HORN ftLF►14CT . � , T " � - ' � " � �p��,�, - � ` " - ' - � � �: , dsl�y patti�fng wi�hln S' ot f ltald w�tde unt! t weide ar� cbtnA�et¢d. �rchittot and epginser to provfde the Esest possible etr�c�ure. These drew#ngs �OAL ON THY DM�ftNCl. - ` ` � � � - " � � ., � �- '' � � � - `` ' _ ' - � � , . _ � tfu zoxtiucrox tst�t.t uro�' ' , - _ � " °_ � ` ' • f°. � � : `Exeept af �ta'��d o�h�rwii�, minimutn ns! ling �sh�t� tra'prov�dtid �s sPtci4t�d� �n - � � - � � r ° ' - � , r h�vt beer P��p�red for the use of a qualEfled contr+�a�or sxparienGed _in` thc ANYVARIAStORb01t1?l�G�IEtAMC1L � � , � �� - � . - . � ' � � the `Na.3� tn.� �8ch'�rd+�it'"' on tha drrwfnp�r"�°ti,3�C, �`abJ� ��Q} , ' , � $TRUCTLIR�IL �L.V�D L/IMIhtll'1"LD�TIM�ER� � � , Fn, tt�ts coe'etructEon technfque. and syetr.n+s dePlcted. _ _ rorxaA�rrscrnaro,u� ` r ; ' - - " g. [lnlesa notidd` rs�l�arwi6�► �'�e��al a�oahact�dt�a euch ,�e •�Jroae m+�nuf'��tue�ad 65� Lhe ` * . . , � - � ` N11lL1NQ SCi1EDUL.� ' r�ntxc. ; . . � _ ' � �3in�l�sat� 'comp�'t�y"sf�r l t" ba ua�d tQ Jot�a r+�f�tr�r. ,�a i a�e- or beam�� t�a ct�her 6eiins ' � �. Ma�E�r i a t�, m�nut�c�ur+ar ant3 +�u�t i k� epn�rb 1 shi i I 1a�a i n eon4'ormanoe aF th hi TC ' -. ; �' � ' ` � ' ' � ���t �t t ush�fr�n+�d condl�t a�"s. tles��t 1 spscf�!ad n+�f !s. Co»n�aaZat� eond����otia t�ot _ - , Prodcret" S�and�rd P9 66��: "3t�rue�uwa i QI u�d L+�nit h��ed 7 imbar• . D"'�" ��� �'• i gg� ; � "` - ` _ T `,� _ ; � �otheri�t'�� no�.1�d sh�l i utt t tz� ,Typ� U ar T�I�� ttU h�ngor� of a dt�e ep+actf la+�l IM - 6. - Lamtnattd meanbers wh�rf I be fabrlcxt�ad usins� Oou�te�r Ftr wit�h t�he fo� Iowlns� 2x Fioor ,�oist� to qfrder, s! ! I ot- wsl I �la�e ttcenst t) � - 8d � o ,��tsw�beTa , ���a,.- • ; ' � ' ` � � ' + comb t h�t i on s�m6o!s� - � I-,jo i st t o g!rdcr. �i't t ot► wa I ! p 1 ste <down t hru bottom cf�ord> 2 � lOd � - . . , ° . , ' ' � des i�ned f or- tlie ir►emb+er sc,t�Part�d�, irs shown t rr �h�e ��n'u#�ct►�r�r e 'pubx i shesd � . , �i '�/1/9'i� _ R..�H � � � _ _ � . � - ,n .� E�bfts. Ccnt�at '�►trta�ctue�al' et�9tne�tr fier det+ii {♦ �s ra9.uir�d. � � _ � _ _ __ . .2�!!`-Y� BEmPte-�pan lae�tns 8ote pl�rte �d 1o#s{ ar blocklhg (face nsi I ) �C�d �► 16' � � '�/�5/9'"� TH j � � . ' 24fi�Y8 ° � Cant f a�ous or �ent I 1�ver bo+rm� � Top p t�ats ta atud ��nd na f ! > 2 - 1�@d � t ' . _ , - � - h: Wbod h+�1 I�er p!ataa� i t�sbi t I te� atc et�al �iac+�ri►s-ctr' eat+'at�tte wa t (s� �Pt�r Lop��P 1_+�aga � ° , , , _ - . ' - 8�ud to so 18 p l ate 4 - 8d (toan�i f) or � ` - � . ° _ � - , _ � , h�rngere sh�ii E t�e� rfppa�3' t,o ,nratch �he wldtF► a4 the w�rl! �or b�stn�f iarge. 'N�i ter ' � 8 - Catumris � � a � .., • " � , � � ° ' - � _ - . p�,�Q�s suppar�ir�Q 'tdp �t t�h�ie 'h�tn�ers lrorti on8 ,s tde on!� sh�t I b�i t nst��1 l+ad t i ush � e.� �t! ] memb�rs sh�t I 1 ba �1rch i£t�etura 1 �lppea�t��na.e flr�d�, un t esa i ndiaated 2 • 16d t�nd n�r i f? � � , °- ,� . ' , ' ' wi Lh tP� 4�a�''c�P ws i�t or b�am f i�n�a +�� t�s� h+tn�ler t oca�1 o�►s. " . oth�rw t ee by� th� �lrcki tdct. Doub C� studd tt�ce na f t) 16d m 2�4' . ; _ . � " _ , ' ' I: Manu��ctured Joiatir �t�#t i Y�a� frot►t �n appt�oved �martul'acturer #ttd •h�t i be - � � ' d• Pratect n►tn�bet�a from d�m�ge or sxposare to tnoletura prior to ae�d dur�ing Dnubied top� PFa�es <t�rce na1 I3 16d • 16" " � ; .- > ° - ` ° - ° , - , �tgu i vN t ent� C n �o�id"a�rry l ny ea��e i t!� a�d daf!�ct i cin� cr E tar!a �a TJ1 2g or 33 eer f ts ` ooris�ruet 1 on. Top �I�tts. 1 aps �rd I ntereeet i ons <4"aee n�r! 1 ) 2 - 16d • - s ` � � 3 _ - . � ' � - ` Jot�sbs� �n" th�e dap�hE �i�d sp+rctngs i�iiicat�a! on pl+�n. �Proutda� blocktirs�. br�elt�y .� s, Adh`eslves sh�f i msm� �ha requ,lratnente for w$� aohdittona of servtaw. - COh�t�UOt1� headc�. two pieoes 16d � 16' ' ° � 3 � , - ' � w - , ' � �eb s'�f trencr� and ��tihar �+ieca�ror 1 oi �s'r�qui red b5d, �ke manu!'sotur�r. , f. �o not �+�mb�er !ami n�tcd n�senbet�s`un!ees , t ndi a�tad on tha dr�wi ngs. a t ong wch edge ` � � -`, � . - � � � _- 1. , Prcfab�ica�ed trus�es ah�r{ 1, bt daa��ncd b5t' a-Cofonado �-agE't+�red angiriaer La ' _ � " , _ Conttnuaus header �o kln� atud <toen+rll3 4 � 8d , _ , , , , ' 's � suPpor� bhe ��Pu! I �de�id �nd 1 tva io+icle t�t� root; cei ! tng: �nd �tt�, a��ar. � - «���T� � �=���Q' ° , , , Cei 1 fng/f Ioor latai�. �1aps over pMrtitione ffac� n�i l> 3�- 18d � _ - , � � w f aap�r impo�ad �t o�de. Wsf� arrahgeMat�� ■nd membcr {�orca�a shal { ba C�EtE!'�t�hECI , � Ce� 1 I n�/!1 aor Jol sis tc p�ra! t el «r�ttera <tace na t i) 3 - 18d � x � � �_ ' � � t - by tha fabrl�ci►�o'r. La�d d4�t��tton�-faotat- �s 1.0, C�lcutt3ans +�n�t ahop dr�win9s +�• Deaklag ahat 1 be the epoalea� wldth� a�d tt�lcicneae� lndfaat�d on 1�fan. ' 8oi Id�aawn rafter �o p(a�te 3 - 8d Zoenei is - , ; , ' , ' _ � , � , � �_sha! ! ba eubmtl.trod �a thG +�rchlte�'��englnaer 4or e�evt�w pr�or �o fabrica�ton. I1t t 6. Arade sh�l !- be `neaor��tve' . , . or 83tnpson Etg , � � � - , , , � ' - r #.russ�t�-truss.'CdnnaaC 1 oite s�Etw 1 t be s�►e�i t l�d-by �he �ruas m�r�ul���ur�r'. � a. 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Lam it�a�i n�t ��1�0�YB �ha I 1 m�et requ 1 remenbs ot' 118TM 0�2°.'a�9�66T. ,�xtert or � � P f ywo+�d or 036 roo�/wa I t/�f I oor ehaath!ng 8d m 6" �t cng edges � � � ` `- � � ,� Modittus� af �I�rst��ici�y ��-__..--.,=�--___�_....___.._ � .��'QQ� �,e� � , �w��,'arrproo�P typa._ Mcim�t+r�r cant�nt ot v�dod shrf t no� �xcsod`l�x ro+�xiMUM ` �d • 12" inter�ncdi+�c wPPort� . , � _� , . °=� ' - , `, ` . ' ' - ''fan�fon par�rlle) .�o �r�fl.n� �rtM�`M�r��rw�1�rT����?�Ir� 1850 p�i � , � +�� t�he bimc ot mxnuf�,ctura, Pr�teab daet�tng fraM damas�a or tx�osure ta � � �lOTES� � � � ` ° � - + � , � ` " ` � Cotnpresi�on p�rr�l 1�s 1 �e� gr�E n' '�'�"��_��'�_'�__� 246C1 ps 3 , � � ax+c�s�[va r�taf e�ure p�#or bo and dur i hst adt►s�rucb E on. ' ` , - 1 . 7ht� na I 1 s 1 n LE�1 s •chadu t e ar� co�nn►on w!r� ar 6ox n�t 1 a, 14 coo!ee�, s!nker, or � " � . < ,� �,�. , . � < < u 4� '' ;�,�=- ' " - " ' ° � ' , - . .CoM�pressl,o� paral;l�1:_to �[u� �i in0 '� _ � , � � g. 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