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U- W REVISION SCHEDULE W W 0. 3: NUMBER DATE REVISION NOTE 0 W 0 NOTES: a. n I 1 5/16/2016 CHANGE SQ FTG WORDING X Z THE ORIGINAL PLANS TURNED IN FOR PERMITTING INCLUDED LEVEL 3 ALTERATIONS >- E AND REPAIRS, AS WELL AS AN ADDITION, PER FLORIDA BUILDING CODE 5th EDITION, EXISTING BUILDING. z 0 < E 00 CU ONCE THE DEMOLITION WAS STARTED, IT WAS DETERMINED THAT THE EXTERIOR BLOCK WALLS z cr) cc CM THAT WERE GOING TO REMAIN DID NOT HAVE FILLED CELLS AND REBAR. THE STRUCTURAL ENGINEER 0) CM OF RECORD ADVISED TO REMOVE THOSE WALLS AND BUILD NEW WOOD FRAMED WALLS. CO r- C.) co EF .6.0— W 4 co *-1-0 U- C: >- co 4-0 N Cc% LZ THE SCOPE OF TIES PROJECT NOW FALLS UNDER THE FLORIDA BUILDING CODE 5th EDITION, RESIDENTIAL Q- Z N 0 SQUAME FOOTAGES AS NEW HOME CONSTRUCTION. 09 co M U- Square footage numbers were taken from Property Appraiser's website - CO November 2015 0 C z Ce 0 W EXISTING: 2 z INDEX OF DRAWINGS 2 z BASE: L240 0 < CVR COVERSHEffr 02 UNFINISHED OPEN PORCH: 42 W > SITE PROPOSED $TE PLAN -r z ADDITIONS: 482 A-1 PROPOSED OOR PLANS co z W — M TYPE OF CONSTRUCTION.......... TYPE V-B A-2 PROPOSED AND RIGHT ELEVATIONS REVISION > 0 C4 A-3 PROPOSED AR AND LEFT ELEVATIONS < co Cy E P# 16 'Com 0 19764 OCCUPANCY CLASS..................... GROUP R-3 a w w 00 - 2 0 A-4 SECTION "A z LL (j I ROOF PLAN, TYP. STAIR DETAIL DATt W < A-5 TYPICAL OW FLASHING SIGNED r x: CQ PROP ED: d 0 0 C� 8 A-6 TYPICAL JA*ES HARDIE SIDING DETAILS IV W APPLICABLE CODES: z d A-7 TYPICAL STVCCO DETAILS W 2 Ow 1 ST FLOOR CONDITIONED: 2372 (60 00 Z � n 1. FL. BUILDING CODE 5th EDITION (2014) RESIDENTIAL E-1 PROPOSED ALECTRICAL PLANS T- x 0 oo cm a- *.a z 0 u- 0 2ND FLOOR CONDITIONED: L038 2. NAT'L ELECTRICAL CODE 2011 X-1 EXISTING FqOOR PLANS FILE COPY A 3. FLORIDA FIRE PREVENTION CODE 5th EDITION (2014) I ST FLOOR COVERED ENTRY PORCH: 400 W 4. ATLANTIC BEACH LAND DEVELOPMENT CODE S STRUCTURAL PAGES z W BY ENGINEHR OF RECORD 0 M 39810 U 0 -,A A 0 0 LU z U M Ay 1 7 2016 to W U L- Uj 0 < U a z N ow 0 Z6 U Uj 0 THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. 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ALL FLOORING TO BE ENGINEERED HARDWOOD9 EXCEO TILE IN BATHROOM. z 1-4 MASTER BATHROOM AND LAUNDRY ROOM. V; 3. STAIRS TO HAVE STAINED WOOD TREADS TO MATCH FLOORS WITH WHITE RISERS. o $_ z 00 SPINDLES TO BE WHITE, HANDRAILS TO BE STAINED TOMATCH FLOOR. REVISION SCHEDULE 3. STAIRS TO HAVE STAINED WOOD TREADS TO MATCH FLOO WITH Z +� u 0.4 m 0 WHITE RISERS. SPINDLES TO BE WHITE, HANDRAILS TO BE TAINED TO MATCH FLOOR. u %_ I" co W A c: w 0 NUMBER, DATE REVISION NOTE Fill�.E COPY o < u z co W 0 0 -r 1 15/16/2016 CHANGE POCKET DOOR TO 32 ca It W 0 i ol THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND A�Y OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. 0 lo 1-3 INDOW ,060 6080 7471 7711 r3.0 IF C4 ____ � C ""It ca . .. I IL Z *< 0 W W W _J _J . I[n HIP IM � cc < < Ca �' 3 ". .. . ol 1 14 A 12' I o C'6 < , ' � � � ' i � ' � I � , ' ' . I � i . 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I I � : � � 1, � � ( �, � � I I ,� I i i I 1 I I I I 0 � I I % I I I � I " � i ; i . z � � ! . � 9 �� , � � - - , 1 �I I� i , 4 ashown cannot pass through-R312.1.3 i i� � �� I F : � I � I � ,1 1 � -"" I � ; , ! � ,,,, 1 i� � i I� � : i i 1 I� 1 1 � i� � i I i I ! ,'I I 1 I I I 1 1 1 1 � � , - � � �� , , �, , � l,I� "I, , � h �,; � I I . I I I � � � , � - I ,,, I I , ',i. ! 1 . .;;o 0 1%11 - I ; � 1 4 I I � ! �: ; i I I � ; 1 ,,,�� ! ; � , s ; ; �1 �, - . 4 � I � I - I , , . � I � i ;� " � �1.i � �,� �� ! ' v � � � � i L ! � � , , I � � I % � � �"'I , 1 1 , , . i � � I � � � I � i �; , I � '. 1 - � , I t � � � I � I I � I i ! I � z � 1"',i i �i i ! � � I i ; I � I I . I �� - � r W � � . � � � v ,1 i , 1 i ,,,,� � I T � � � i � � � ; I �! � �I i � "i I� � �""" ! � 3"I � , �I I Ll J � � I i : i ! � 1 I � � , I � . i i I � � � , �I, ,,,,, 1�i � , 0. 11 � I I i I I 1 I I I 1 2 1 1 T r , 1 ' I � j L � __ I 0. 5 I I 1 I � . I I I , i I 1 i � : � � � i 1 ! !, i ! ! i ' s � I � I � �� I � exception-tirvingular space at slaps I ! ! �I I 0 so that a fr sphere cannot pan 6E �JVE 1 i ,,, __J - ; � I i � � � � 1 t i � � ; � 1 i � r � � � I , ; I R312.1.3 exception#1 . (D I " a. I I I � I i � ; i I I I � �""' � ' � i i � 1 � 5 � A � ' !i i � � � i i'&, 1 I _J . � j � � , ; � i � � , � � i , I � I � I . I I I � I I '111 i � j , i 1111011111 �� ' � � � I � � c I � 1 5 � - < ' � � " � � ' � !� � i � �� ! 1 � �� W i -r i i I ' ' i I .-I �I"' i 4 / I � � I . � 36-high guardrail handrail required-R311.8.3 LOAD L � �f 14 / 1 2' i �I 4,," j � � i � � � i� I � � i i 1 � � � i 0 , , . 2 ' - i"' � 1 ! I i 1 I��I I , � ' I ! � J. , I � i I � 1 1 � � 1 � i � , 5 , � ! � T," i � , �F � e I : � i � � � I � � I i r v i , V I ii, I � : I � � � .. � I k � i I ' 1 1 i ! 1 LL 0 ' �' requinift!when . .L � , : � I I , ,,,, dedc Is over W 11 b 5 � I � i ; �� i ! i i 1 � 1 1 , I� � � ; � i � � � i , � mr � I I""'I"', i 1 � ! I I !� � I I,,, � stair guardrail rnaximum 4-W sphere Uninhabitable aWcs wtho at sto=e 10 � 1 � !� i � � �� i I � 5 1 1 . � � I I I I I � I I � � � � I � �"', ,,,,� �I,! , , , . � I J ! i �� 1 � 1 � � � 2 � , � � � � � 14 i i � I I � � � � i i � i � ' 5 � � I � � � �i ; I � ' � $ N � " . above grade cannot through-R312.1.3-exception#2 � I � I : � I i I � � I . " � � i i � � i � i "I W C0 I : � : , I . � � , � I i I 1 i � ! ! , a � � I ; � I ! 1 � � I � I " � �, - � � ! ! i� ; i � � � . � :' I � �" , � � � � � I I � , � � � � i i � !, i � j i � � ; � I I I . ' I I I � � 'i � . I � � �' � � 1, � � ; I � v I � , I ,� � � i . � � �, M W � I k I i . I i l . 5 � � � e % I i � � I � � � I i � 5 1 I . I � � I I I . I � � �� ' � I b g i i� "� i I i� """ I � � , � , , , � "� � - � � , I 11 1 11, , R312.1.1 � - � � : � I � � , � � � I , � 3 � " � ! �' "� �I 1, 1 � l , � : �� ' � � ' � i ; � i , i � Urik&bitable atfics with I mited sto-age . 20 � Ill I I � i" ; : ! � i i � i i LJ J 1 1'i � 1 ! i i I I ' ! 1 I I 1 1 ! 1 1 . " � : � I e � z � � � - t2 . ' � � H " . I - 9 i Z �"" � � � ' . . . i I � ! �i i 1 �� - � i 1 1, i i l � lj ' � , i � I � � : � ' 4 1 .. . r � ; � I ! � i � � ' � C - � ; I f � 5 � - I e � I �� 1 ' ' ; I I - s � _ � ' i �� . - I I ' ' I 'XIC � i i 111, '!! 11,1111, � 11� 11111" i� � ' ' I I � , o I � " � . ! ! : ; � � I i � 1 h !1 1 i,,,, � 1 1 � I 1 1 ! �'� � � "a Habitable attics and * s served with fixed stairs 30 � �' � � I , I!, _J W I � I � � 5 1 i , i i � � � , , � w � ' � � � � I I � i = � I � . I i q !� � -i � i i I � � � I I I I I � i � � � i $ � . , � I_= . I .._1 I- � �,., �f !" "1 � � � i � � ! i � � �� ! �' � ' I � i I ' M 1 � " I � ! �I � � i � . i i i i � l � -1 > 6 - � � , � ' i i i I i 1 i I i � � � � � i ' i i ad Se � I � � 5 " � , i I �_ � Balcordes(exterior)and deck 40 , " � � - - � !� -9 1": � � ell "� ; L � i I "Ill =_ � �4" � i r I N � I 1 - � � I i� � � ' ' �� ; 1 H 1 - � � � I � - � z "I "I 1 ; f � Z ' i I 11 5 1 1 � i � ' 11 � ' � I ' i � �' 1 �' ; � � i ' 11 � � ; v I I H Iii W 2 � H ; " ! � I I , I - � � i� , � � L I ! :' t i- ! IM 11 � � 'l i. � � y , � � � 5 ' I I � Y'" � - � i ; . i 1 � C15 W Cr. W I � i� I � 4 , � � � i � ' � ' 'i . - � � r N� Fire escapes 40 � ��' � c � 1 , i � � I � � � � ' � � ! � : I �' 11 � � I I i (L I F � � � � � ' I ' ' L I ! � � ' Z � i I i i �_"' ; ! i � I I � H �"' , � 1 � ' ' , I 4 � � � 1 2 � � � � � ' � [ I '� � � � � �� , � ' _ � . 1 tl � ' C� t � I i , 1 13 " ' L z , I i � ,, t i , I 1 1" I 1 � I ; i� � I � i I �� , � � � � I 11 .9 iwdrasd 00h I f . 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L � �� I � i � I - I : ; 9 � , � j j" ! ! 1 i � 1 i ,� � � I � � i � " ; i I i , 0 = I , � � , I L I � �' ''"'" ' L''' -11111...................."'................... � � " ,,, , � ........r..........................................................._""L''L''I.............................."""""""""",_'_L-""L"''"'-'L'"' � ,,,� % I I i � i I � i ; � ,I � I I I I - � t� � � � � I 1-1/7 min. 1-11AV tD 2,V4" a.Elevated garage floors shall be capable of supporting a 2,000-pound bad applied over a 20- 1 � � � � � � - -", ,- - _""""""'"' "'_" - .-I"I ' � � � 11- I'll --111-1---I-_1______-7-11_I-------------- __ H I I� I , � � � ' < � � , L � � Z 3 .11.1.1..11.1 �77 .:.".'�'."'"',...1.1, , , L � , � . - � i I � i � , i I � , ' ' , � � � ' I j� i I i , i �- ; , , � i� , I , squarie-inch area. � � il � � I � � -'_"--_--L'-...L---��--'-,�--"�.--,.--",.-,.�,-�,�l',�.��,��,.��'��".---'-L-�,-"'LLL----�---",""-�.........L"',L��-'L�""�-"-�'----.--�'-,",--","�"L..........�.......- , � , � � � I I -'-'_'---_--111_ I i � _J I handrail 1-1W to 2w 1 i i i i 11" � i 1 1 1 , i � � : � i � i i � � 4 � � � � I � ' , " I I i � i I 1.11�11-1-�-1-�-,�l--.-""�-��,�'ll,�-1-11-11-_1_1_1""_'___'_____-_1----1_-__11_1__1_1-1___1__1-'__"_- J j ' I'll-1111-1-1-11- 1_-__11__1______ i � � , I� � � � , � i � �L � � ' - � : I ' ' � � � 1 1 i I 1 1 I � � , i ; i � � L ---,-,-"","-",-L",--,-,----,--,----,-,-- . � diameter recess begins within 3W n.1-3/4" 'L............................�, I'll- ,I"...",11---...........'.".............'..................I I"'......--11 -L-........'11"I''11.1- ; r 4 , 1 . ' � fn -1 . � �' � � � i � � I I � � i I � ,,,, ; I 1 -",L � 1 11 ! I "' - 11 - _-.-'--'-'--_"'L_-..................'':'__-_""__-------- L-�L ", ?) � I I i 4 � i � � ! I ' I � � � : z � � � � � � ; 3 - �-Iess thari 4-space b.Uninhabitable attics without s torage are those where the maxhum clear height betweenjoists and i � � � 4 1 � i I I I - ."'' -'--"-'--- . . I L i � , � 'L L---------- , -1,11-11-1-1111...._L_'--'__-""'--"........_ . � � : � � � _L'L"_"'__- --"""L-,-,"-,-""-'-,-"'_-_'-'--,-_'-'�---'------ � � � � � � , I 1 3 i 'L . i I I ��' I i I '�" � , � ; 1 1 . � � � � . I I I � I � i � I L I I I ; Z qck I i IL I � " � � , , , � 4 �: � , , Z , 4 ......""...................'"_-...�-------'--"" __ between hodwntal rails 2x top rail . I f -11__""-'"-----"-___ � I . , _..........- I � I � , ' L , , , � '''L.......... � I � I I L I I � � ! I � ! i � � � � � ' � � "'"___ � i i � I I . � I 1 � � � � : i I I � i � .1 -I -,"''L,'r'L- y , ,.'_'__'_' ---____-.__1.1__11_____" '_ . � - I � � � � � I I I � � I 0 ' I T � i f � � � 3 I � -1.11-11-11 I'll 1-11 1711�1_111.1-1 -1-1 1-1-1-11-1-11. "L..........L'L.......................................L.......... � � i Z � � Z � I I ; , � -------_ I i ! �"" i � �I � � f � � f " I ,'I I ' � i � ' _""""_"' _ '_4 1 i � handrail with gdp rafters is less than 42 inches,or where there are not two or more adjacent trusses with web � � i , � I � I � � ! � _"" ' I � : � L L i I z . / 1 2' � = f � � � 1 � � � � � 1, - � % � ; -111'_1_1__-___---................._----, __"'_"...................�........'L"-"' I � ! ! i I I � ' � � ' � � � , : � . � I ' !� I , 1 1 1, � 1, � . -,, '11-__..'_1__-"_-'L_-_'_'_______'_L.........._____'_ "_"_'__"_____1 1S-:_:':':'_-:'.': I 1 i i � 3 ; � � � g=vw verUcal rails _____ � -I I L � 1 i 1 i "'i . , � 5 � , � � i 0) ___._' � Z � � � I I I � � , ....L' 'LLL'_-"-_"'_-............. 11 I-"..".,�,.",�,-,�""�.,�,�"L.'L"�......... configurations capable of a'ccoulmodating an assumed rectangle 42 inches high by 24 inches in i � � i � i � I � I � I � I : , : __1_____-:_4 / 12""--"--,-,--"-,----,�----,------ --------'',- : ' I I - � I I I � � � l � () I � � . . � I L R311.7.8.3 �_� I I , i � I � ; � I . � . � , , , , . I I ' � � I � � � - � ? � I I o I I � -111 I'��-��ll"",�,,�"--,�,�-,-�--��......._ .................L...........,-r'--1- � i I I � --.-Ill,_.1.____'__"_"__.-------- � � " � , i I I z � 4 � � 1 i I � � ; � L , � � � � � � � "" �� g � , L I 1 5 � to;�L width or greater,wMfn the plal ie of the trtisses.This live load need not be assumed to act I I ! � ; � � : � ; � � � , � .- I � i ,I , � � - 1 4 / � CO I ; . ' I .1�...........__'_""'..............-'-"""-L.......-�-.--,-.�-.�,�".-"-,".-''-,-,.,---",--",�.,�,-�- I � , I � _____ I u ; � � , i � � � I � � I'�l-l�-"-�,-,-------,---�-----"--,-,---�.".�--"".---�.�,.��-�......... t � I '""'�......----'-'---.---�--�---,��--�--"-.L-.�----"��.-- � 4 � I � I : ; � � 0 Z i I i � I � , i I � � L � � � � z , I I I I L � � i 1 i � i - � � , . � , j i ! il � L � I � X L � I I � - � � I : � . -"-----".--,--,--"----'--"-L'-�-L-- � i i I � , i � : � -L"L"".-- . 1 � I 1 . � � ____ ' I r � ,i i � � � � z � ! ! I . -� � concurrently with any other live load requirements. i � � I : I � . i , � ; I � , �� , , � -------"--- 1 Z � � � � � � � � � � � l � --'-".............--"----L-"-'-"-","-"---------"- � � 100-1 0 . i r � e I I , , I � " � 1 ' � , � � i i � L I i I I � I � � I I � I � I I I I . ; I I . � � ; � .....................�...�-,�",--",-,�,�----�,-,-",.-",--��-,L-L",�,��-."-L....'_"'__.........L,-L'---,- j ' I � : � � ' � i � , , �' - � j ; ' L � I i .........�...................__1___'__----1-1---11-------------L--------------------- -.---,-,----, I - ; � - i �I � ; M Type.I Stair Handrail Type 2 Stair Handrail , I ' ' ; � ; I ii s � , � � Z � � , Mtv 3 f I l I � � 1 � � I I l , 'L � � - i "_'.....I...--1......I...r...I...I......I......-1-11- I NCY � i � L � , ! ' , : � '______'__"______"__"'_..........'_'_'-__'........_'_-L � f � � � - � ' � , � � r I i � I I I I i . � I i ; 1 I � � I ! � � � � � � i � � � � . I � , � � � � 1 3 � � I I . f ; , i i � � < - ; � I I I � � � �,,��'..",.�.�,.�.,�,�,,�."-",-.,�.�-.�-..'�..........._11111-11:111........-%LL-_"'%--LL..........--_""-'-''1-'-'1'-...... , 1 � ! � i 1, � � � I � � � : � ; � 1 � � � I I - � - c.IndWual stair treads shall.bc designed for the uniformly distributed live load or a 3 00-pound � � F � � � , I - , � , � � � � _'_-"'_'-'__'_' . � � I I i , I -11.-I'll 1.._-..._._ i 1 i 1 1 i ! ! i I I � � I i I- I I 1. _____'____'_".'.' ; z � i � 1, i i � � , , , , , � I U) � . 11 . 11 I 11 r1 _ 1 -- ILI : 1 . �l"-,-"r-,--"",�"I'�-...-----,".,.�-I.-l'-�-."�,-.��-,-,., I - � Z � � I -- . I � � 5 � ! i i I i ! I ! � � i i ! �� i � � : i � � � -- - _ i , C0 . i I 'L � � , 1 1 � !L � � � � ,-----"--"��-1111,�,�,-��"----,�----,---"I � � � 1 �� i � i ! i � , � . '"��:'''L......._""""'_'_' I- I - � 1.1...1.1 111.1-1-1. L 1 i Z ; I � I , � concentrated bad acting over a i area of 4 square inches,whichever produces the greater stresses. � 1 �1, � � �1 � ' 3 � � ' �', , , I l ' � i� � i i � � i � ! : i y --- - ------- � 1 ! �fk .11 -1-1-1111 i , �j, I i � I I , � I I I � � � i , i . � t I� Z � I ' - �I : , i z � � i I � � i I !; '! �L� � L ir -11- . I 1 i � 1 1 1 1 i � � � ! i i � ", 1 � i � : �� i ' i 1 , i � - � z t � ,.,,,,,,I.-,,, , i 1 - i � � I �1 1 � I � � � � � i I I ii � . i � i I i i �� , RIDGE H Z 1 t � I � �1: , , � I ; � "I 3 .1-1 I'll 1-11-I.1 � � Z i ' ' I ! � i � , i I i I ; I ; s i i ' 1 I � ' � � �' S - -----,-----'--,-- � I . � � � W i ; I : � i __.__._.-_-1_1_--__. � � r � � I � � � t' I -_ I , i i � �� z � I '.i � " � i � C e I ; , ,. I , � � i , i � �i' T ! � i � i , ; 5 , � � applied in any dire i I � i 1 � � I 1 � � 1 1-1-1- - L � � � � , e ". I, , L I � I � 1 i 1. Landing and stair illumination is required per R303.7 d.A single concentrated load ction at any point along the top. HI 0. I 11 I i I --"--,-,,-1-1111 I'll- - � � ' 1 � ' � � � I � � � � i � , ' L � � 1.1.11, � 0 M . , � � ' I I I , � � 3i I I I I 1 $ ,I � z " i '- 111.4......-L... � y L � � _ 'L ; � ' - i � ' � !l Wlk � ,� . , � 11 : 1 � " � ' ' - � �, � i'- , � � f � ll � ; . . I , , � � I � � � " � ' - � � � � , � 11 � � I - 1 I H ; i � I'�.11,111.1�-.1.11.�-.�'ll"�.-I I � � I H � i � Y , � � � � ' ' � " � � � . CD t I j �� , � � ; � . . . � L I i . I ! I ! �� 1 2. For glazing in guards and railings see R308.4.4 3 1 1 . I i ' I i � � � : I � L 11 � 1 41 � ' - 1 I i I ' L 'l ,I : - � i I , � ; y ____'_" - i --- - � � L',� , � z : � I I : ; � � i � , � �. 1 � f z , J c I � a I . I V � � � 5 1 f $ -1-1.11-11- - -1 i r I ' � e.See Section R502.2 for dec�s attached to exterior walls. I ; H ; -,"-'111-11-1- � � � � i �' i � i � ""Wl . Q. � _--_--'L'_"'"'''I i � � ' i I L f ... a co ,I I � 3. There shall be a landing or floor on each side of each exterior door. � � ; 11" : � . y i . ,I i I � I I � � I Alorxi � i � � � , i Z : . i � � I - I " � � i � � i ; All � 11 I � ......." � ' 5� � ! I ; � � i � -_1_--11_11______'_"___' V_ � , i mr 1"', , �I I �", I I I � h � � i � � ! i 1"', il", i i � i � . , . � W � I I 1 I Z . I I % � � I L . � � � � � ik � � , � 1 � . z I 5 � , �" � ! � ll , � � 11 � � ' � � � � � i � � � I I ! I . I � � � i � I ; i I,I '!'� 1 �� i � 'i � 7 1, � I z � � i � --I'-,- � i" � i Z , N I I . I � . 1 " '1 1 , I I i �' I � i , � , I � i�r ! � i 11 ' ' I . � I i W Z R The width of each landing shall not be less than the door served. ' H � I 4 / 1 2 ,4 / 1 2 ' "-'-"- ; � i I i � , I . . I � " f Guard in-fiR components(alUl �o se except the bandraib,balusters and panel fillers shall be I , t � � 1 I 11 � �11 : I z . , � � . , , i . � I . I � �i " i � "i � i � i � � I � I � � � L i j � � I c ! � I " , ,,,� � � : j � � i I � , � � --_ � ' � -I--,'.,, 3 � � ' � 5 , � � � , . � 1. � � 1 4 � I � , t . � � z 2 W I i � 11 11 I , I , , , � I I I I % � I . I I I � � ; 11-1-1 -_ �_ T_ Every landing shall have a minimum dimension of 36 inches measured in the ' � � � i �! i � i ' � � � : � � i 11� I 7 I � ' L 12 C6 , I I � : ; � � . I I I . . I � � I I � ; 4 L I i E � : , i z : � � I : � � I . � ; it i I i ! i i 1" I � � I . " r � . 4 i I � I . i I i , � � ; 1 I - . � c I I I I I . . � � , � : i � 11 : 2 . 2 : i� I 5 � : � � ; I I � - I I I I � I � � . I I . I I I ; e I � : 5 1 ; � N I� I . . 5 , : � � , � � I I I � I � , R �' � � . I I ; I "� z ; � � � ' ' i � � i � , � � i , 5 � , ! � � � ! � i 0 �_ designed to withstand a borizon ally applied normal load of 50 pounds on an area equal to I square i i k 5 � � : � � � i � � ' � : : � � o � � I 'i , direction of travel. Exterior landings shall be permitted to have a slope not to i ' � � I � . . � il . '� � � � i H � . � � � I I I . , i i , I I � � I � , � I � � � I I � � � � � z I I : � , � i I I � � Z I . . � ! I I I . - � . - � � � � I � I A I � I � � I r I i I V � � - ' I � , , � i � , I Z 3 1 . � . I I % . i � � � � � ! i ! I I � , , , � ! � i ' . I I i � � , " I � �c � 1 . � � � I : � � : � � � I I i � 2 � � I � � � I I I i ! i ! i ! � � - . , I r � ' . . . . . � ' : rl � � pi ' � 9 I I : I - I L � � L 'L i ,1 � ; � , � F, � I I I I i I � i � I � � i . 11 -percent). R311.3 � �I i! ! i- I 1 �4 I ; : � � � � , E � :1 i I � � , - 1 � � - � � � � ! 1�1 i l ? i 'L i 1 1 i " � i� exceed 1/4 unit vertical in 12 units horizontal(2 foot.This load need not be asst med to act concurrently with any other live load requirement. I I I I I i � I � i F, i I c I � � � � I 11 I - ' .......�,__�':�'�_'�_'�_"'�'% 1 �L " _J I i : I � � � � �� i , ' � il - � 2 � , i ; � ! ��L : : I � � :� � C i i i'I i i I� " i I , j Z i � � ' ! . � i � � i i i I I I - � ! � � � � � � � � L f I j � !! L 1 ! 4. Stairways shall not be less than 36 inches(914 mm)in clear width at all points . I �i � �' � ! j i 1 � f � � I 1. : � i � I L I � � 1i �� 1 1 � I ,- ; � Ce � � � I I � I� I �; " I � � I� i , i � � I _ . I . . � _J "D 3 � � � � ' I I I � � 6 1 L � � I : IL � I I 1 � � � ; I I� 1 � I 1 : � 3 - � r I I � v � i I , , � I � � I Q I � , , � ; I t � ; � . � � � i � � l � 1 '�I"' : , i � 1 � z � i � - � 7 � i V ! . � � I i . � , �� I � I � � i 9.Unimbabitable attics with bmit,d storage are those where the rimAnim clear beight betweenjoists � , , s � � I �3 � . I � � i I � co � Z � ' ; ;, r , , � �. � � � z I I � s � - � � � � I I . I j� � 1 � � ' �� : i - i � � � � � � I ; � i . zE : I; I i i ' � I I I � � 1 � , � � � . ; ll � i 3 � I "� , I , ' ' �L ; ' � I 1 i !I ! i � z � ! ! 11 jj " i ��" �' i ! � - P � j ; - 3 � i < above the permitted handrail height and below the required headroom height. I ; " I i 11.77 , � 3: i� I I I I� i � � I � � � I � � � � : jL '' � I ! , s � � � � i 5 I I I � � � � i �: �! , , � l X Ir 20 'a and rafters is 42 inches or great-1r,or where there are two or more adjacent trusses with web . � I I i 11 I ; � . : I i I I i "", i I ,,, I � I H �1 � � ; � , , L � i , i � i � ! ' ' . I 1. I 1 , I I ; " � � � ! � ! �'! 1 � - i " " W � H ! � il � i 1; � � � 11" ii i" � I 1. � I I L i � "L i � j � � � "" �"'i � 1 " � � � " � i � i � � � I � i i 1 ill 1 � � � I ' � � I I � - I � i , i 1 � i � �'� � , ,I j �L� Handralls shall not project more than 4.5 inches on either side of the stairway and the _ � � � � I � . � � 11 � i I I . i � � � Z r_ I - r � � I � � � � i � �'� i i � � . I , � � F � � � I configurations capable of accon imodatipg an assumed rectangle 42 inches in height by 24 inches in , I � �� 1 ' �� i 11 !� 1 1 i f . ; � " � """ i ,. 1 1 � ,I I � ! � 1 (:L L I � I I � � i � � I . � � �. I � i � � I � � ' I . I I . � � � z � 2 . I � . ; - I � � � I I � �L 1 � � �� :�I " , , I - ; � 1 � � ", ; � i 4 � , � � ; i I � I . � � I � i � I . i �; � L � . I 1 4 � L � i � i I � i i - I v . , j L i � � - I I � I ; � I i � i i i i . . � � � �i i � 1 � �� " ;, , � 1 � � ; � � , ' r i ! � I i i � �� , " � � � � , "', ' ' ; ' � � , I � 1 i i i 1 �i , : I � � L � ! � � ! ; � - � � ': : � � I � ! , i 0 minimum dear width of the stairway at and below the handrail height, including treads . I 1 � i , ' ! ii ' s , I � ,I � � � � � � !� ; � M i � � � _"' � � I ' ' � � i ;� i � � 1, i � i'! I S width,or greater,witbiri the plai ie of ft trusses, � ,; � Z � f� ! i ; � � � 1 � i I I -...... .'.. z F.-: 2 , z � , � ; I � L I , � I I � � � � � I 1� 1, � ' ' " � r � , j � �, '- � 4 i � � � � i ; � � Z � 1 v . I L I . � � � � ! I' i 11� i � I � � � � I I i � z r I ; � - � 1 � � " I : � ' ' Z : L � � � , I r, I I .I I I L I 5 � , �' � � , ! i �"' � 1 i � ' I - " ' � � � I I � � � r i ! � , 5 1 � I I � � � I � � � ' 11 I I 11, � I � Mr 0 ' i ' � ! �! � ! i :�� ,,,1 t� I L7 L,� I I i ! i � .� ! � � -1/2 Inches where a handrail is installed on one side � I Md "I � � i and landings,shall not be less than 31 � � � ; � � � � . I , � I .. I � � I I � ' I � - � I � ; I � � v 1.L L - � ; i � � � � � ' � � i 'i i: � 1 : �I �I �� I I � � r I . . � � z , I i 1 r � � ' , , � ; --I,--- ! � � I IL ! jt � � � �"' j i ! ", '�"i i " ', � � � % ' � ' t � J z ' iz I � � , � I I I . � ' � "'' - � I -, I I I � i � I i � I , % � �11 1- and 27 inches where handralls are provided on both sides R311.7.1 I � , � , i , ' � i � � � : � I I L I � I I� i i � i ! � The We load need only be appl:ed to those portions of the joists or truss bottom chords where all.of � I � , � � � � i � l i ��1 � I I ",I I � � � � i i � . i I 1 1 � I ; � , i � Z " j L ' ' ,, Z � 5 � � � � . � , i � � � I I I � I . � I � � . . � I ; � � ; � � , I �� i I � � 1 � � 1 � 1 1 � , � � � I f , , : ' � I i � I - - - ' ' ' ' " I ; I I i ...�".......... , I � - � ; ; � � z I " I � i 1 1 � � � � � i l I � � � � i � . I L r . .�_�''��X� , l i ; j � � i I ! �I ! � ; �, I � i � I ; I I � 1 5. Handrails shall be provided on at least one side of each continuous run i ' ' , . I 1 � � I kMl L , , � ] � ', ; � 1 ' Z 'L � � I Z � 'L I " z z : I t ' 'e I c 5 ' ; � . � � � i I � I . I � � "� � - �- � the following conditions am mel: , � ", � l � � I'L I � I , I I . � � I I � 11.11,111-11 - < Lii � 1 � t � j - " � " � � � . . i 1--l- � � � � � , ' "' ! i �' � � i 4 � .. L i � � I � � , % � � ; � : !L -__"'-11-111111.1",- 111---1 I i i . � � % I � i � � ; � � y , . . � � � , 1 i i�� i I I , � � I , � � - i � , I I . 1 � � ' I ". I � � I I , � � I I , � i I ' i � 4 1 � � � of treads or flight with four or more risers R311.7.8 � � ! , ; ; I � � I � � ) � � I I I - I � ' � � 11 ("� � � � I'll-7 117,"..--1111--.1.11"I � � " i , ; i � ; � � , , � i ! � ' � � ; � I , ; � ! i,,,, : 1 , � P 11 s i I ! 11 �� 14 W Z i � j � � � ' , L 3 � % i ' �� I � I I � Z � � c i � U) I i � . � ' i � � � � � , � � � ' � T I � III- -11-1 .........."L'"L"''L.". ; _ � li i � � : � �' I � 1 ;j � ; � � i � � li , � � � i � 4 / 1211 3 1 W 11 I I � I � " � 7 � I L"L. 11 I'' � i � I � ; ' � � � � � � �� ! ' � � � �; � � L , � I ; ' � I - IL . "! i , 't , 1 1 , I j 1 ; k � � '%�' � � � � .1 � ; I f 11� - -- -_ I 1 6. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches � ! � I � � � i i ! i i M �� I � � � � � - I : � � � I � iz" ii � � - 1.The attic area is accessibk from an opening not less than 20 inches in width by 30 inches in ' � �� 1 4 r I % � � � � 0 � I I I I I � � i I L � L, , A , _ I � I ! " f I 11 I � �9 I I I . i i . � � 1 ; � i I L i i"i i i I i I � I 11 � � " � � 11 � � � : , l I � I i ,,,, i i � I � � �I � � y I 11 �''"""""""N� - � � , ' � � : jL� � � � � i � � 0 � i � � ' i ; ""':'_"'�"'_""�: . I I , i I I z 4 '; i � i � �, ! measured vertically from the sloped line adjoining the tread nosing or from the floor surface leVh that is located where ft Aear beight in the attic is a mirlimum.of 3 0 inches. I � � � � i � i' 4 1 � , � ! I ! � i ; i t � iy � � �� I i i I� � " i I � - � ii :L Z I . ! I � � ; , $ I I � � L I � I., L 1.111.111.1".".."'.. � ' ' ' , j i � �l 1 ; '� 1 � :� , \'11. ! i ! i � ,'I 1.1- i I ' � ; 1L , ' i L � � ' i � I ,I i ", I i �! � � i � � � � �L, LN: ,,' � 1 : j � , L , , : � , � � I rl 0< i I I ,I I I L "I i � � � .L I I H' i " � I 4 � fi � i ; I , � I I � � i � � � I I I I I - � _ I � J""' 1 ' ; � ; :z , I W - � " � �� l � ;I � f , � i i ., , � H I � � I j' i � f 1 1 , � I � I � L. ; �� I "I � � � t � � � � ' I ' " l � �", i � ; � i , I ' ' � ; r � I I t k , � � , � � 1 1 1 i I � � 1 � � i'� � " � I - � ; , I � . z ii� l ' : , . I I * _ I , I _ , 1 , � z c I ) L 3 � , � � I I � � ! i !, ..."_L............ -1 � I� � z i i ; i � 6 , � � i � i � � � ! - li - L z ' � � e L : I , !I I I'll " , I � ; � 1 2.The sbpes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units I i I I � � �� ,,,, 1 � , � � � � I �ii ; I�'i ; I � I � � � �� I � �L I i � , � � � � � " I . '� I , ' � i I" i � 1, � � � � i "' : � �� 1 ' - _''N ` hi of the landing or platform on that portion of the stairway R311.7.2 i I I i, , , , � , i ' ' ! t � " ! , � � , , L'L L `� � i � l i I ' i � I , I ' I � I i . . � 1 L . I I I , � �� ! � � : i ' jj � L � j � � , 'e -1�� ,I � ' ' ' � , �' : � � � '� � 7. All exterior decks exposed to the weather must be protected from decay M, i f ' ' !"11' ! WM_"111 ' ii I I I - � 2 Z � I i 1 t, L"""�__'�_" ,i � � , e � , ,I � i I i I � , � I I I � ' ,I I � i I 1 , 1 h , " . i � H ! H i I � I I I � � - , , " I � o I 0 W . � - ! � i f � � � � t . I � I i i I . ; 11", I I,I"', 1111� � I f � ` i 1 ! i �! � � � � � i M !, � i , jL l � � j � � � : . I ' : L' � ,. . 1 1.11.711111-11...I.:,.\I,,,,I l H, � � I � : , I "� I - i � i 1 1 ; o i H I , I i Ili 1 �'j� ' i ......L L L''I L L L I I � o � � � H � ' and shall be by use of naturally durable wood or wood that is preservative-treated hofiWntal � 1. , "� � I t i i 1, I - � " i !I 1 f I '-"""''---"'-''--'-L,----,--�---"--.-",r'-",L......L'--,---- ; I � � i I , � � � ! ��'1 � � I , � ' ; � , , I I � � , � I i ! i � i � , I I � � i� � i l�' � ! f, ' � I I i I 1"1 i i I i t � � � � : , I � L � 1 ��' i , � � � � i i 1 I � I 1, ! . ! �I I I . � , � "L.........-�-��'-""'�"'-"L"�--"-�'-"-'-".-,I i � � � L t I . - � ; I I � �', � � ; � � � � � ' L � � � � 3 1 � : ' � . � � �1%, I I � � I�' � � � i � � � L ' � , � � i ; ; � � , t � : � 'i � w I . t , � � � � � � 1 � i � i I � _ ' I - � � L � ' � i � � � I � I : I ,,,� � � ; , 1; I � � � : � � � � � � i ; I 1.11.11.11-1---11 _11-1-11.111 111111.1-111I.I.. I,111.111.1- . I I ' � � 0 0� I � , � � , � ; � � � : , in accordance with AWPA Ul for the species, product,preservative and end use. � � I I i ,",i I i � � � I � � 11, " � � , - � ; , I - � � � , � � : � i i � � ! � M � , l '� � � I I I I I � i z 5 i' � - , � � � I � I i � I 11 � : � i i i I i �� I i I � il . i ' L Z ' � � L" ' ' �i i � ' � � L � I I I L I � i , z � � . , ; . i � ; � � : I � � : � j 3 - s 11 � � ii � I j � � ' � ' ' �' � L I L � i ; � � � � ' � i i, � � - ; � ; � � ' . I I I L . . I I I .11111-1.1- I I --''-"'L-_ � I 0 W . 5 � , � I I I�:' " C , e , . I � I �' � � � I I . I I � 1 � � I � 3.Required insulation depths less than the joist or truss bottom chord menber depth ffl�___- _;�_ � � � � � � I . � � � � , � � . - I t � t i Preservatives shall be listed in Section 4 of AWPA Ul. , 11 � � � I I ' ' : � � , � I I � � � � � � � . ; i � , L : � : � z 'L---L--_'___"_-L I 11-'__'_'_'LL_L' I i H L 1. . ' � � I � "i ' , : � � , I I I I � ! � , I i �' � , � � , i � , � � , � , , , � , I I t � � , � � m m i ; ' " , i � " I I - L ' z _r i , '� 4 � � I ' I I , _ � � � L , i - I il � � , � L ; � � I � ' i �� i � il � � i Ili � i ! H � 0 I . � � � �� " � : ' L �,.�-.�---,,,,."'"',�",----�.-�----�,I - 8. Handrail ends shall be returned or terminated in newel posts , � � ! ' L : 11 � � � i � ; � � N , I � i7 � - : H � � ,I i � ir � � T4 il ; I � ! ; 1 � c : : : - � ' � L 11----' I '�......_'-'-L__-_'-'-_'-__- l 1 i 4 ' � sl L I � � � I ' ll il ' � . W ' � � I - � L I I D , , � r , , , � , ,I �' � , � I : 1 5 � _ 1 i� � ' , ; � 3 � � ; " �� ; 3 ' � . �� , f � ' � e � I I I i � - � ; � � I I � ' : � � i � �' � , � I I I I . I � i ........"'L... I-- "--'--'-�"L-��,"�-,-�L��L"L,- r � � ' � � � " -_L___'_'__'-__'__"_-_- 1-1-1-1- I � I f I I , - I , � ; � � I � � i � � � � ! j I � � � � , , � � : : t : ; - i i H i I I � ' I � - I ; I 1i ; � !� � ; � ; : � f , ; i i� i � � � � 4 5 --"'...'-"-_____'____' _11_-_ � . � � ; I ' ll I ; � � . ; e % � : � i � 4i i I � � ; � ! � � W � ii : � � � � � concurrent live load of not less ban I � � � . � i '; i 1, j I � � : 4 1: , , I � I i : I i� � i I � � � -_-1-11 L'L I - .1.1 i I It i , I � i ; �� '. � : � � � , , , , ; � � _ � , 1 � � � � � , � I I I I I I � i i - - � ; � � . 11 I I � � ' _ � � Z � � W Handralls adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall ' " � : ; ' � ' I H � � I a I . _"1%111111111iiia,� I , : 1 '" : 5 � : I I I I , , t � 4i � � � V � ' � : , I j �1 � � ! ! J� j , ' ' L ' I L � [ M H ! H I �_ E ' ' remaining portions of the joists )r truss bottom chords shall be designed for a unCirmly distributed ��;,,-,,. I � - � ILI i I� j � L j �'� � � �t , �GAP 11 I , � lL � ' � j � or safety terminals. 0 lb/ftl. _*'��.' � , � � �I � I j � ' i � " L E 11 I__1 � � f � � � � , , � � z - ___1-11 I I�11 1.11-1 1-1-11-1-1 1.11.1-1-1-1-1111I.- _ � � I . � � '! ; � - i I L I- - -_'-'-'r-'_'__�......-L"-_______'_"'_'_'_'_ I . � I H ! ! ! (n W � ' , � � "'. ' ' � i ! � � I I 1 � � L 1. � I I 1 � � L - I z ' and the handrails R311.7.8.2 : " i �!� � ! � � !"I" � ' i � I-.11--1-1-11-1 I ' ' I , � L ! �� I I � L , � � � ! � � � � ', , -"--''- ,"'__-"__'_'__'__'"-"""'__"__,'_"'............................ � � ' I � � � , I , � s . r . "% � ; � , I � c � ; I� � ; � - " � � i l - 0 h.Glazing used in handrail assei nblies and giards;sbal be designed with a safety factor of 4.The W L � i ' i � ' 1 L 1 � � , � i _ U. 0 : � , : � . � � ' I . I . I � � '-L-"'-'--'-"-'-'-'-'----"----'-L'----""'-t,-'-'------'-"----'---"__, � � I . � � i j W � 0 , � � � �" ' , ' , L , I � ' L I z '� �� L I t , : � � ' � e - I � '� � ' ' ', - 1 i r . LL I L I L I . I � � I � I I � I I . i - I I _________' � � � � , � , �� L ; ' � _ : 11 � ' � safety factor sW be applied to each of the concentrated loads applied to the top of the raiL and to I- W ..J L % I I � I I i " I �I L � � , � � i i U) < C3 I 1 . �' . L 'L - 1 I i , J � � � I � � ll , I I I i � - I I . I i , I : I I'll-,- -'___"____"__""__L_'_-" �� Z: - I . L ' i i I � � � ' � .11 � � 17 � _J . 11 I � � � � � � � . � . TYPICAL STAIR, RAILING, ND GUARDRAIL DETAIL the load on the in-fill.componen s.These loads shall be determined independent of one another,and - L11 � � IL , � 1111 - -,-,--,-,--,----- Z ' H � t-- 0 L I I L _ . i � � I � . 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