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' _. . � � -i' : . . f : �� �_ � � . . - - - . - , , t� _� � , - , . . � , , . . _ . . _ , . . _ . . . - . _ . � � ��� �. � � ,� ��`� C� t -� � � °"' � v� b .Q 2 � o c7tu " d� _ b � 9 �/z '� 't� � PK.�► ZG o m l �a"o.tt V � . k -� k t �\ � o hti °�' (O � ! 5'C�.1 r�G�'�-� �'� � a �ty � � � � 9 " 3 Gen�ai otes � - °' �, � 'h � ��0 D .�� �� � � apigned �o meet the taquMemenp of the 1997 Unifam Building Code wid� --- O� � � � �-� PQ� - � M Q G . � 1 ` amendmena u sdspted bY the Town of?I+ail. � . ,.= i -; ' k � N r � � � � d —_.. -.• _ � _ AI► omissions or ca�flids betwaen various ekmmb of 16e working �awing� mdlor apecific�ions dull be , � �- � M� brou�t W the attention of the StnMurai EnBm� bef°ro Proceedm6 �'� aOY wak ao ievoNed. The . � � - � Gene�l Coevactor shall vaifY all dimaesiom aqd condkioro u t6e job sioe and dril be rospoaaibk for We x ` -�' o• h � : ;, � : _ .� ••1 �� ' Z �X9 2� mw�. �huds. tachniqua. aequ�ea a�d P� ��� wiTh d�b pro�at. Purd�ama�. he eh�11 a N , :y,,,� I 1 T� t'Ro 1 � ��w� � �a� or.�� .r«r ,�a �;.r �we� � �►�a er �. n� �_ � 'j� � f'J�•o swchu,� Engin«r ahall be conueaa �q the canfbudio� vhne w m.ke n�e ,job site irop«tion= (u.� o � � 5 a� o �.�r w �� �nu aw �.� r�w �a�= .� �.;.�� wnn nk a� ��� �a n� � . �. ' tv � �A �-1 O �'��� is procading accordieg m the plens �nd specifiutions. _ � � Live I.oads Uxd In Design: ' 9 � �2 d-` 4 Roof 80 Psf � " �;�� � ( K Docb IOO�psf ( �� ,Vk�Q Eutl�queke Zone t UBC �lr� n ,�L VYind 80 mph, Exposure B p a. 1fia foundation desi� for thi� rwidence is baeed �on Subsoil StudY fa Founduion Design No. 199 194 ��,\ � N `'�o \ b � 5�� 4° \ P�WT� bY Hepwort6-Pawlak Geota6niul. Ine. on March S. 1999. The Soila Enginea �11 be eontacted N \ � C' \ / during accavuion to inspxt tlro site and wnfhm dut aa�ditions src consistaN with t6n study. 'Ihe .�. K ,� .�\ Genenl Contractor should review tlx Soils Fi�inea's report red folbw ita recomma�datians for � , . � \ _, " �, � � excavation, beckfilling, grading and drelo�Sa �ysoems• k; 2 ��,��, Suecifications (� 1� ' °��(�a''"► E Q � r! a . J . All framing lumber to be N2 Doug-fir or betta. % � Atl micr�lsm's to be manufaGured by Tn�s loin 1NacMiil�n and conform w the ailowable stress � � � � raqui�emmts for a I 3/4" 1 .8DF Micro�Lun LVL. � _ � �` L Atl TA joi�a to be ronuficw�ed by Tn�s loiu I�cMilhn. � � , �_i_ • �y=J , � Ail Gl�iem bwns to confarn► to the a�b�'�bk etre�s raW'�� for s F24V4 combinetia� beem. r.� : `p � '� '� . . /, All wnncetion herdware w be by 7fit Sanpaoo Compny. '. _y c) a-� �, a ' �,t`9 • Q �i� All roof decking W be 5/8" C-C Ext-APA 32/16 plywood. Nail with 10 d � 6" o.c. at p�nel edges and � XE � 0 . �e ' p�, lz• o.c. in rhe fida. A►1 tloor decking W be 3/4" C-D Int-APA 4220 T & O plywood. Glue aheathing w Joists with PIAOU end 9' ! / - • . U y A- oail with lOd (t� 6• o.c. u panel edga and 12" o.c. in tAe field. ' X � � � � X � � }i9 3 �� 3�41� � � /$Vlf b✓� All wdl sheffihing W be 1R" oriented maod bo�d. Nail whh Sd (a16" o.c. u panel edges and � 12" o.c. � in t6e fieW. � N � ,�/� Q'� �, All contrele to apain a compressive Nrongtfi of 3000 psi in 28 d�ys. ` D( � °�' All rcinforcing bers W be Grade 60. I �[> •`- All shel beams. engles end p�ete shall confotm w AS7M A36 spaific�ions. All stcel bohs slull conform W AS1M A307 �pecific�Rioos. • � + � o � � �/a �-t� 1 � PR-.o Z y � �� t z ' � � � . �� _� 19 � 58 � �� � ,� � � ° � a-- o ( c� �� o N � � p� . �� � r N , � � v L � '� �\� � � � d � q �IZ" , ,� 2� d � Ic� ��� � � � �i � , � �� � � , ��, . ,, ! � {��� L 2 � =� �i i t� � � � <V ,�V� S - - � 19 y, \y y N;ICHqF� � � . _ t ��.Q',�G\STEq�O�Q - - . X � 7 � �• � � M x � o u �=; 74965 � m � � . . ; . � OMRL . 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C—�r� Gr�. �:�. � , � � : � . � ; �, ; � .. ,��, , � ; �� � � , ,�.� . ,�,� �'� � � I��kr�; t� P� ��c � �` Z� �c� � ��� � � � � ; �� � ��f N > �� � ' � . . � � � ` ,,�� (D � � `,l d' o '. :�► � r � � m ,1 Y � � � � � � ; . �` ��{,(� • '^-' � y' .� .� . . . � � ; �°�` ��,ovl � c��c� jo�k . o � E ! ,n n � . . c � � t � � 3 .. �t� �� " � ' , . n � � ) � � � � �� � � � �" I � r � � ; � ' .� � L � � X� ��v �' � � r ' � . ��A '�7� �L ,� � ��� - � • � �°+"" �, . N � � � � � � �� / p ; '�� _ ., ........d�`r e� ��M � D � � V O � 9 . y � � N � � ' � � � N � � � � , . � � ' � • �y � � • • � , J� �..�- '� i� '� 0 � �+• E 4 Page # 2 Code review for : Project Id . : Address : � Town of Vail Comm . Dev . Dept . - Building Safety & Inspection Services 75 South Frontaqe Road vail , Colorado 81657 ( 970 ) 479 - 2138 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : PRJ99 - 0015 Date : April 2 , 1999 Project Name : CUNIMINGS RESIDENCE Address : 1835 W . GORE CREEK DR . Contractor : GREG CUNIMINGS Occupancy : R3 , U1 Desiqner : GREG CUNIl�IINGS Construction : V - N Engineer : TIMOTHY BOYLE Report By : JR MONDRAGON NOTE : The code items listed in this report are not intended to be a complete listinq of all possible code requirements in the 1997 UBC . It is a quide to selected sections of the code . Portions of the material contained in this proqram are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 15 . 0 Feet 15 . 0 Feet EAST Public way 70 . 0 Feet 45 . 0 Feet SOUTH Building 15 . 0 Feet 0 . 0 Feet WEST Property line 62 . 0 Feet 62 . 0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy GVall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non - Bearinq Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearinq Non - Bearing Opening Construction Parapet Occupancy wall wall Protection Material Required R3 1 hour 1 hour Not Allowed Any Yes U1 1 hour 1 hour Not Allowed Any Yes WEST For Bearinq Non - Bearing Opening Construction Parapet Occupancy Wall wall Protection Material Required R3 0 hour 0 hour None Any No � ' � ' � , - � . i � � Page # 3 Code review for : Project Id . : Address : U1 0 hour 0 hour None Any No One hour exterior walls may be protected only on the exterior side in a U1 occupancy . - - Sec . 503 . 4 . 8 None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 % of the area of the wall maximum . - - Table 5 - A , Footnote 5 & Sec . 503 . 2 . 2 Maximum sinqle window size is 84 sq . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openinqs are not permitted in this wall . > r , . , . , • , � Page # 4 Code review for : Project Id . : Address : FL NAME AREA MIN . LIGHT MIN . VENT DIO . EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 Kitchen / LivinqRm 346 . 0 17 . 3 1 No 3 Bedroom 138 13 . 8 6 . 9 1 Yes 3 Bathroom 40 . 0 2 . 0 1 No 3 Laundry room 58 . 0 2 . 9 1 No 3 Halls , closets , etc . 29 . 0 . 0 1 No TOTAL FOR FLOOR 61� 2 2 Bedroom # 2 123 12 . 3 6 . 15 1 Yes 2 Bedroom # 3 128 12 . 8 6 . 4 1 Yes 2 Bathroom 57 . 0 2 . 85 1 No 2 Bathroom 22 . 0 1 . 5 1 No 2 Hobby room 96 10 . 0 5 . 0 1 No 2 Garage 2 car 573 . 0 . 0 1 No 2 Garage EHU 234 . 0 . 0 1 No 2 Halls , closets , etc . . 0 . 0 1 No TOTAL FOR FLOOR ^�-7 3- 1 1 Office 178 17 . 8 8 . 9 1 No 1 Living room 304 30 . 4 15 . 2 1 No 1 Dining room 213 21 . 3 10 . 65 1 No 1 Kitchen 246 . 0 12 . 3 1 No 1 Nook 33 10 . 0 5 . 0 1 No 1 Powder Room 49 10 . 0 5 . 0 1 No 1 Halls , closets , etc . 528 . 0 . 0 1 No TOTAL FOR FLOOR 1. 551� 1 B Master bedroom 287 28 . 7 14 . 35 1 Yes B Master batli 178 . 0 8 . 9 1 No B Laundry room 42 . 0 2 . 1 1 No B Bedroom # 1 162 16 . 2 8 . 1 1 Yes B Bathroom 67 . 0 3 . 35 1 No B powder room 30 . 0 1 . 5 1 No B Halls , closets , etc . 266 . 0 . 0 1 No TOTAL FOR FLOOR _�2� 1 Yes BUILDING TOTAL 3894 2 � � ��� �� � � � � � J ,1 � � � �� ♦ � • ' � . . , ' , � Page # 5 Code review for : Project Id . : Address : FOOTNOTES : 1 ) EGRESS - 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 heiqht 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 Escape and rescue windows with a finished sill below qround shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2 ) The number of exits is based on Table 10 - A ( Dwellinqs ) 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 . 4 ) The requirement for an egress window in the basement is based on Sec . 310 . 4 5 ) The requirements for 2 exits from the 3rd floor is based on Sec . 1003 . 1 exc . # 4 . 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 ceilinq 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 , . � . • � . . , ' , � Paqe # 6 Code review for : Project Id . : Address : STAIR REQUIREMENTS : 1 ) A stairway in a dwellinq 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 ) Provide a guard rail where drop off is qreater than 30 inches . The minimum height = 36 inches , maximum openinq 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 � { . ' . . � � � � i Page # 7 Code review for : Project Id . : Address : GLAZING REQUIREMENTS Al1 glazing in hazardous locations is required to be of safety glazinq material . - - Sec . 2406 . 3 & 2406 . 4 Locations : � 1 ) Glazinq in inqress and egress doors except jalousies . 2 ) Glazinq in fixed and sliding panels of sliding door assemblies and panels in swinginq doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazinq in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosinq 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 qlazing 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 edqe 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 ) Glazinq 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 water � s edge . 10 ) Glazinq in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edqe is less than 60 inches above the walking surface . , . ' . . ' ' , , Paqe # 8 Code review for : Project Id . : Address : SMOKE DETECTOR REQUIREMENTS : 1 ) A smoke detector is required on the ceilinq or wall at a point centrally located in the corridor or area qiving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping 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 ceiling of the upper level close to the stairway . - - Sec . 1210 . ( a ) 4 NOTE : A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 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 sleepinq area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 FIREPLACE 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 Openinq 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 heiqht must be per Table 37 - B OCCUPANCY SEPARATION : Between the garaqe and the residence , materials approved for 1 hr . fire resistive construction are required on the qarage side only and any doors between the garage and the residence are to be a self - closinq 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 - B & Sec . 302 . 4 exc . # 3 , , • ' „ • . , ' , � Page # 9 Code review for : Project Id . : Address : 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 - closinq solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passinq throuqh 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 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 - A CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openinqs shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to 10 % of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 1051 . 0 sq . ft . crawlspace area : Ratio Minimum sq . ft . of vent 1 / 150 7 . 01 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : openinq may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 . 3 3 ) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2317 . 3 - — � , • ' � . . , - . ' ' Page # 10 Code review for : Project Id . : Address : 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 ceilinq height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleepinq 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 sleepinq 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 I � � , . , � ., . � r _ ��r� ., Town of Vail Comm . Dev . Dept . - Building Safety & Inspection Services 75 South Frontage Road vail , Colorado 81657 ( 970 ) 479 - 2138 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : PRJ99 - 0015 Date : April 2 , 1999 Project Name : CtTNIMINGS RESIDENCE Address : 1835 W . GORE CREEK DR . Contractor : GREG CUNIMINGS Occupancy : R3 , U1 Desiqner : GREG CUNIMINGS Construction : V - N Engineer : TIMOTHY BOYLE Report By : JR MONDRAGON NOTE : The code items listed in this report are not intended to be a complete listinq of all possible code requirements in - the 1997 UBC . It is a guide to selected sections of the code . Portions of the material contained in this proqram are reproduced from the Uniform Buildinq Code with the permission of the International Conference of Buildinq Officials . # SHEET IDENTIFICATION CORRECTION REQUIRED � -- --- - - --- - - - -- - - --- - - - -- -- --- - - --- - - -- - - - -- -- -- - - - - - - -- - - - - - - - - - - - - - -- -- - - - - ---- - - ---- - - - - - - --- - --- ---- - - -- ---- ----- - -- - ---- - -- -- - - - - - - - - - -- --- - - -- - - - - - - 1 qeneral Plans must show the size and type of all windows and doors . - - Sec . 106 . 3 . 3 2 general znclude a copy of the soils report for this site . - - Sec . 106 . 3 . 3 3 general Glazinq in this hazardous location is required to be glazed with safety material . - - Sec . 2406 . 3 & 2406 . 4 4 qeneral This area requires glazed openinq ( s ) having an area equal to 1 / 10 or more of the floor area . - - Sec . 1203 . 2 5 general A smoke detector is required in this area since it provides access to rooms used for sleepinq purposes . - - Sec . 310 . 9 . 1 . 4 , 6 general A smoke detector is required in all rooms that may be ased for sleepinq purposes . - - Sec . 310 . 9 . 1 . 4 , , . , . , %r! �: ; . . � Page # 2 Code review for : ProjeCt Id . : CUNIMINGS RESIDENCE Address : 1835 W . GORE CREEK DR . 7 general A smoke detector is required on all levels and they are required to be wired to an alarm in the bedroom area ( s ) . - - Sec . 310 . 9 . 1 . 4 8 general A smoke detector is required in the upper level ceiling at the stairs . - - Sec . 310 . 9 . 1 . 4 9 qeneral A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 4 10 qeneral The minimum clearance from the fireplace and chimney to combustible materials is 2 inches . - - Table 31 - B 11 general The size of the hearth at the fireplace does not meet the minimum requirements . - - Sec . 3102 . 5 . 2 12 general The chimney is required to extend 2 feet above any roofing within 10 feet . - - Table 31 - 8 13 qeneral The garaqe must be separated from the dwelling by 1 hour fire - resistive construction on the garage side . - - Table 3 - B and 302 . 4 , Exception 3 " 14 qeneral The door between the garage and the dwelling is required to be a 1 3 / 8 " thick solid core or 20 minute self closing door . - - Sec . 302 . 4 , Exception 3 15 qeneral The stairway indicated does not provide tP�e required minimum width of 36 inches . - - Sec . 1003 . 3 . 3 . 2 16 qeneral The maximum rise of steps is 8 inches . - - Sec . 1003 . 3 . 3 . 3 , Exception 1 17 general The minimum run on each step is 9 inches . - - Sec . 1003 . 3 . 3 . 3 18 general The minimum widht of a stair run at the narrow side is 6 inches and the run must be 9 inches at a point 12 inches out form the narrower point . - - Sec . 1003 . 3 . 3 . 8 . 2 19 general The minimum head clearance vertically from a line along the nosing is 6 - - 8 " . - - Sec . 1003 . 3 . 3 . 4 1 � � � � 1 � �� � 1 � Page # 3 Code review for : Project Id . : CUNIMINGS RESIDENCE Address : 1835 W . GORE CREEK DR . 20 general A continious handrail is required along one side of the stairway . - - Sec . 1003 . 3 . 3 . 6 21 general The minimum height of the handrails is 34 �� and the maximum height of the handrail is 38 �� . - - Sec . 1003 . 3 . 3 . 6 22 general The maximum opening in the handrail / guardrail is less than 4 inches . - - Sec . 1003 . 3 . 3 . 6 & 509 . 3 23 general A 36 " high guardrail with openings less than 4 inches is required where the drop - off is 30 �� or more . - - Sec . 509 . 2 , Exception 1 & 509 . 3 24 qeneral The enclosed usable space under the stairs is required to be protected by 1 hour fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 25 qeneral Show an access ( 18 x 24 minimum ) to the crawl space area . - - Sec . 2306 . 3 26 4 The crawl space area is required to be ventilated by either an approved mechanical means or by openings in the exterior walls . - - Sec . 2306 . 7 27 The mechanical room to confirm to 1997 UMC Mech Code combustion air , vents , ducts . etc