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T06 it ii F6EOI T056 5-10-12 24"oc J T02 Iq AFirstSource it Jork,;,onvi11c ;��Ii 1 PHONE q04-772-6100 FAX 1104-772-lq73 It, -621-qb�51 FAX:013-625-6�156 PHONE:013 10-05-00 �1-04-08 10-05-00 GI-07-00 Freeport PHONE:550-635-4541 FAX:050-535-61335 Deashc,� Habitat j 1 -16AL 09BI: 5/70 10th 5t W65t na 2,2tory 3barm no FATE m 0/25/13 5K 528250 J�l 530573 526250 �j M I T E K F L A T E A F F 0 V A L 1 q 7 2 2 1 q 7 4 W E Y E F H A U 5 E F F F 0 P U 6 T 16 0 2 16 0 10 tV jo ! W, : It J N is I is Ii t2 t is sir CONSTRUCTION PLANS 4: : MN s jdj�i, Is: is FOR A 4�j i is i, T 0 0 s i, i T hT 4 , T WEST 10TH STREET DUPLEXS i q 1 : i 1 1 is s "M M si ATLANTIC BEACH , FL .2 is I: , j it li i:s �fv. Egg z 5: PREPARED FOR: :is T s IT I is BEACHES HABITAT FOR R : 1 s I tA '2� LL �j HUMANITY tA LOCATION MAP Lu "Ilu 1671 FRANCIS AVENUE U.1 0 0 1 is SHEETINDEX is I I j 1 COVER Miss IT 2 GENERAL NOTES _is I 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 is Is IT T Ti 4 CONSTRUCTION MANAGEMENT&EROSION CONTROLPLAN st 5 SITE GEOMETRY PLAN 6 UTILITY PLAN 1 7 GRADING AND DRAINAGE PLAN �4, 8 DETAILS PREPARED BY: I T F- is HIT Lu F R 0 M v I S 1 0 IN T 0 R E A L I T Y U.1 GE N E S Is GROUP lq[ uj w is Ti c uj N7: 9822 TAPESTRY PARK CIRCLE, SUITE 201 JACKSONVILLE, FL 32246 (904) 730-9360 Fax: (904),730-7165 i j AI "Jil is s PROJECT MAP COPY 11, 1 i: I Is -E IT E. IT is k� ji J lj� T I I . I i I , ; � I 1 11 : �: I I : � I I : : I :I I I I I i I � i I i � � i I I i I : 1 , � 1 1 ! : ! ! � I � I !, t ! t I t , I i : I I I ; I I � i I �: , It : I t l � i I � 1, ": I � i � I I I : i , � I i h, -t .1 � ,� I � t I I ; I : i i l': I � : I � , I lt�I i I ,�11, . I I : I t I : , I I I : :1 1 , I I. 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I I � i I I t I I I I I t I I i I t I I I i . i " ,, I � : : I, , 'i 1� � : It � I I I I it I: I I � i I � I i it I I : � : I , , I !�: �'�, 7 � �� t I I I :; I i L I i I I I .1 i ,� � , � I -� � I , , I i I � I L : ; I i L it I - i I I � h 11 � il� � i� I I I � � � m! NOTES., 0 : � i 1 i ;il I � I :F : i I I I i � :� I : I ! I I : , I -j s : :� I � - : 1 �`L :!I e I � i � i � L I I L I i i f�, L j � I I � I m I , ! I ,�� I 1 �, I : I � I : : � : : i * I I �, ,: I ! j i 1: I I i i LOTS I Z 3 AND 4, BLOCK 66, SECTION -H-, ATLANTIC z I I " L I I I I : if i! 1 � 11! t 11 I I L ! : I , ! : I : i I 1 3 1,; L e i I t : � I i I I THIS IS A BOUNDARY AND TOPOGRAPHIC,SURVEY WITH TREE � ! I I I %L I I I : 1 : t I ; �i I 1 t ; !: I, l� I , Ilii- � i i I . , 4 I � t I I t: � �1i; � I ,i:,� I i �L � � � i BEACHi AS RECORDED IN PLAT BOOK 18,PAGE 34 OF THE � I: 11 ;l I�i F I I 1 � I .L :� I : 1 1: � I I � i � '. ! : I � I :, � I It : I I � 11 LOCA TONS. 0 (D il : l :1 i i t I i � I � � I�I ,I L -ij � t i i � , I 0 � r I I, � i I ! I I I i I i I I I I 1 , !!! 1 ! I .1 BEARINGS BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF 0 ! I � I � � I iL l'! !,� I �!I 1 I I :, � : I i CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. � : I i it, :�i , � , � 7 I � ; l i � 2 It- i: � i � I, I�� 7 I I 5 I ,i I I i ; i ! i I� I I I�l ,;�!t 4 i , 1 ;,� , . I L I I �� i �,,, : , I i � i � I I t I : � I ! i n . I 1! I 1 1 ! I i, ; � ! I!: I ; : i ! ! . 1 : , � t � I 101h STREET WEST AS BEING S69*43'00"E AS PER PLAT. Ill Ilii- I �i I I I I I 1, , I ; I i : I � I 1 $1 l�� ; r�: I it : I t� 1:j 1 1 1 I i I :!I , I : I . NO BUILDING RESTRICTION LINES AS PER PLAT. I I I I I I r ! I I i . : t I � I i � i I I I I ;i - I ;;!�i, � :,i � 1 i I � i 11 I! I I!I �;�' i I I i � I 1, i ; THIS SURVEY WAS MADE FOR THE BENEFIT OF BEACHES (9 C) i � �:' , ;I I i � i � 1 i . :1 I �t , , 4 L � I i : : 1. ELEVATIONS BASED ON NAVD '66. REFERENCE BENCHMARK IS I I � 'It,:t ;:� t�L :It � , ; , , I I I ,, i I I I � I � I I :1: I I � I I I v� I� : i it I I , I i ; I L ; � � i I 0) i I I - �j : i I ii I l: � I : �� x A MAG NAIL-d DISC LB 3672 IN THE N SIDE OF A WOOD INSURANCE COMPANY; -d DONAHOO, BALL&McMENAMY, P.A. I I � i I � I I� :� h it 1 i , � q � 1: i t ; I t I . I ��! � . ; ,�,�' : I i I � HABITAT FOR HUMANITY,INC.; OLD REPUBLIC NATIONAL TITLE : � I I I L � "i i i z: I [1 , ,, , I: ! I : a i, , � i : � 1, : ,�i i z Ill i I -j , � I � :� i : I t:'! � : , , i I I ! 1: it i � t �� I� ; 1 1 'I L i i i � I I i t � 1; 2 1 . . � � j: : . 1 I I I I It I: 1 , , 1, i I — I ! �� I. :I � ,! � I � � 1 , I , : i : I I I ti -1,1: I I : l I !t i it i: :1 j: �, I I i I : :1 i I 1, i i L i I, � POWER POLE NEAR THE NE PROPERTY CORNER OF 620 ORCHID - ; - I I ��L I �: 1 i : I , I : I , : i ; I � I � I I I .�, 11 i,it �I , I I I :I, : t I . it L I � � : L i I L ;, : �,� ! I , : . I L p � i ! I 1. STREET. ELEVA17ON 9.40 NAVD'88. ll� I I I � 1 � I i I I t �i, :I , :'Ll! 't I ! : � t : I ELEVA17ONS ALONG CONCRETE CURB wd GUTTER ARE TAKEN � I i ! � �i it , I ;tl I I I i � i z i, � 1 'r 11 I I �� R. � I I ; 'I Itt I I � I�: I I I I i:; : : L I � 1 : . i I I I . I I (1) ; �t I . t I i I . ; � � , i I It i � 11 i! , i � �I . I , , . I I I I i i :i� L I i I T, �i I�,� I I I I 11 : I I I I I �� I � , , : � I � � I It 1 ",� ; :, i !i: I i 1 , 1 � I I I I : i I ON BACK OF CURB AND FLOW LINE OF THE GUTTER. DONN W. BOATWRIGHT, P.S.M. � � � �: L i;!'' 1 I I, I�L ' ,� I , � : ,�'; ! �,� i i I :tm : I I :�! I I : I 1� I L � i I t i I I I I ,� � 1 � : � 1. . i I I i � 1i t ,I I : I i I i I I . : I i 11 t ,: 1 � I 11 I I I �i L I I 10-TREE(2)DENOTES A TREE WITH MULTIPLE TRUNKS. FLORIDA LIC. SURVEYOR oiri MAPPER No. i 3295 1 i� � I ,� � ,!, .i : : I ;� � . 11 : : I I i I t i I , i i I ! I !I : L I I I I,-". .. x l z I � ! i ,: � �d i L � I ! � �i � '1' I: � �'i t i I ! I , ll� L 1 1 I � 1 �� I I I � �, FLORIDA Li SURVEYING&MAPPING BUSINESS No.ILE 3672 Ill w I �:j, � ! �! It � :I �i I� I : I !I � ; :� I t I 1 I I : � : t ,�� :1 :, I l "�� .� � : i ;t I I I L I'L 1 i : , I : I I - , . - . I I I I I i I � t,�ilt : � I I , . � tit : �i� � f . . � i I I I. I � I � I I I I ��, I . � 'I,: 1: :1� : : 1 : I I t : [� I � � - I) L � ii, 11 t � , I : I I , �'11 - .I � i I�, ,I 1,I �; I I I t I 11, I 1 ! I I ! I 8.� : I I I I t , -8550 1 �, I I I L ,I I I ; I t ! :� ! I I I i I � I � � 4' �� I '� - d I� I I ;t�I li 1 : i, :L� I , :,I� : 1I� :I I :, i : L I j : ' :'' L� ; 1 : I . BOATWRIGHT LAND SURVEYORS, inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH, FLORIDA 241 r ti � � I i I , I I I I � t I ! I I "� � , � i �: : L '� � I i � I � t 1 1.4 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD GRAPHIC SCALE 11 � � . !j L i i I �:1 � 111� i!: I l�, ! ::;, : t i ! i � j �: I� : , 11 I i I I i i I � 11 : L I el i I t I I 9 � L , I ,l� I I �,,. t i I I: i � :� , ; l:I � I I i I , 1 I I I I : � I , I I I I � I I 1; I I . - ZONE -X-(AREA OUTSIDE 500 YEAR FLOOD PLAIN)AS : I : I � 1 i I I t I 1� ��, 11 i � ''- 'I L p 2 q I , I �� : I I I 1 I!i ! i, � !I � I I I � , I j I � I i I . . .. . . : L � � 11 , , I ii ; � 1, I 1 i , I I ;- �, ! : : I � I , I � @ 1 y ; I I L , I � i I L I I � - I ,:,I i� f I � � I I - � j � �� I I I t I I ! DETERMINED FROM THE'FLOOD INSURANCE'RATE MAP" . I I I . Im I � I I I I ! I. t I i� 1 1 i : ! 1� � I I 1: 1 L 7 : � , � �!�� !: :1 I �:; i I �, � I I , it � I : � I ! I . I I : I � ; t ;, i I I � i i ,i : : ;� I ,� I I � �� :I I 1 1 , i, ,t t I I �! � : I i , I j i : I t�, , L I I � T I t COMMUNITY-PANEL NUMBER 120075 001 [I REVISED APRIL 17, 1 �: :, , , I �i I il I: �: I : i ; ;�I � I : ! � I I I I ; 1 I 4 -.- � ; I i : ; 1, I , t : i :, i I I 1 1 t � �, , L ! i -11 :1 I 1! : ,:;j : ! ; I � t I L � !; I : ,I L, ! L - 1 i , ,i : � I L I I - ------i I I i � t p I I I i , I � I I i I 4 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, �I �:i I I I �I:I I " � �j i i I I i I ! I : � I . , � l "t i � I I I i I FLORIDA. (IN FEET I � I I I �t j,ir:, 1" ,! : ,� , 1 1 t � I � I : � , I � I �, ''I I � I.� :1�4 1 � I ,1: , t it 1 : I i I ; 5 i, i I I I . — , iI I �, I� I L I I I i I I I i . 1 , I � I to -'M 0"' PC, NO Inch= 10 & i, � I I L I ,, _ :s ' r 1� � ! li I i I i i: 'i I I I I i I ill i IT I i 1i � I I ii : � I I � I Iii i ill i I I I I � i � I I I i I i � i I I i � I i I ! 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I I 1 I I : I L ; I I I I I : : I MASONRY GARAGE �- I � l� � � � I i 1 ! � ,�i I I�� !I I I : I e � I i i 1,:- L 1 : I I I EXISTING GARAGE EXISTING GARAGE I I i, ,I � ii I I � I I !I � I : I : I I I I I 1� � 1 I ,I I I I I I I - I.. ,�:� �I! � I 1 1 � ,1 1 I' I : , I, ,I I I I I L � 1 : 1 I I : I I I 0 U � 1. I � � ,t i I: I I I I : : : t l I I I I "I ' i L : , - : I :I 1 1 1, , I I I I ,,� : I " '-,, Of L'j`- " I 1. 11 I I I L I 1�:: � i . I � . i I I I I FINISHED FLOOR " � ALREADY REMOVED ALREADY REMOVED 12"BAY ,,.'\ I I Ir I i I � I I i I, : : 11 I I I I : "I : I L : " I � F I,� 1 � 1 :,� I L i I I' I L I I I I I I 6 � , 1 � - I 1�c I I :'L 1 1 I -� :! � � � I i i I 1 1 1 1 1 � . I � I � I I I ; � - I I I� I ,�'j I III" � � q L� I I 1 1 1 I I :I i � I;� I 2 ;: 1!� I , I I: ,� I l I I L I " ,k, ,- Z T < � 1 \ : I I I I I f I I I I I Ii 1 L I v I � - �SYCAM i i . i . I I: I L � I &,?,:o ! I I I ), � I . 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CONTRACTOR TO REFERENCE SECTION 6-18 OF CITY OF ATLANTIC BEACH I I I� I . I : ; : : � - � : ; , ! � I � I I� � ,, I I I . I i I i: I I, I I� : , , � I I : ,� I I � : � I i � I i I I! ; I I- I BUILDING CODE FOR ADDITIONAL INFORMATION REGARDING THE w : I I !: 'i , I I � I i� I L I i 1 . I I , ,Iill I I : I � I � I I � I I I , I, I �! I i I ! f, l� , 1,� I 1 � I I � I I 1 ;2� CONSTRUCTION MANAGEMENT PLAN. I 1: 1 � i ip I i I � l � I : I I I I I I I� � 1! : � U) � I k 11 I 1 i I I I I � I 1, � I �!L �I I �11 j I i i� I L' I , L � I L I I ; ..1 . w i ! � , I IJI ,� �� [I ,:!: I I� � , ! 1 ,I , I z w � I L - ;i I� ;f I , ! I, : ; I I I ; i :, �� : I I ,; I A I . :� I � I I � I I I: :I : 11 :1� I I i ,,p : I: 1 I � �1 1 ,i I 1 : I � , 1 : I I I I I I I� I t I I � �L I I I : c ' I 11 I I L : � ,4 1 i I I I 1 , l � � I f I I : I I I - I . I I �� I I I I : � I I I : I l,� I 1, I I j I : I I " I L I I �I, �i ,� �j I� I I f� ;I j 11 L:� I fi I I : I::I . 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EXISTING SIDEWALK P. 7 13. 170 7V A 7.0- 13.0' -L-TEN T02 Ex D-T BACK OF SIDEWALKWOOD POWER I it, E_ TYF POLE/ANCHOR I _,WOOD POWER A 5 DRIVEWAY APRON 1AI_MPO POLE/ANCHOR "P TOEXTEND TO 0 1 11 ALN 3�TE BACK-OF--SIDEWALK Tip. -7 a-= b CHAIN LINK FEN(E U, 13"PALM 0 0 T 6HART777�_ (T j7o FT' E 17"CEDAR 0 0.3, 2.0' MONI FORIN(. 0.0 2.0' 2-1 z WELL�TUH z Z DQ IQ EXISTING PROPERTY LINE--, 0 6 RAPE MYRTLE(4) > RAPE 9.0, jo, 0, 9.0, 0 91, 9" 20'FRONT EIRL > U co of 0,3' 0 LL D z J 19"PALMO UJ- 23"�At REL Oj 0 COMMERCIAL Li 19"PALM 0 j RESIDENTIAL ZONING 26"MA1 LE 0 ZONING > uj Hi#68/70 HOUSIE#72/74 HOUSr#60/62 it 7- 7 5' 7 5' PARK LOT 8 2', 7.7' 0 (HOA MAINTAINED) <s FFEJ 12.7 FFEi 12.7 FT FFEI 12.7 Lu 10 H, ETE I H RRY(2) L 1"C CONCR I F 7"CHERRY 0 Cl El El It LOT-,, PROPOSED LOT PRO[ LINE t LINE — — — — — — — — — -- - — — — — — — — — — 20'REAR BRIL 12"BAYO PROPOSED LOT LINE 28"SYCAMORE EXISTING LO 22"SYCAMORE 0 T EXISTING LOT '6 I LINE \EXISTING L i LOT LINE 11� UHpHy LINE I, CONCRETE H o RL, Fc-,r z WOOD FENCE 8' WOOD FENCE 0.9, 21"PALM 2.4 J4.I uj 55.0' 55.0' 51 w SITE DATA SUMMARY LZONING; RESIDENTIAL,MULTI-FAMILY DISTRICT(i 2.LAND USE: MEDIUM DENSITY RESIDENTIAL(RM) Lu REQUIRED PROMIDED 3.MINIMUM YARD REQUIREMENTS IT IT FRONT: 20' 36' Lu SIDE: 7.5-1 COMBINED) 15, �ij I pi REAR; 20' 20' Lu uj 4.MINIMUM LOT WIDTH: 75' 5.MINIMUM LOT DEPTH: 100, 100' U) 6.MINIMUM LOT AREA: 6.200 SO FT 7.MAX.IMPERMOUS SURFACES: 50% 30% B.MIN.FLOOR AREA(PER UNIT) NONE 1,403 GRAPHIC SCALE �N -EXEMPT FROM SEC.24-108(U)AS AN EXISTING PLATTED LOT PRIOR TO JANUARY 1.2002 I lo "PROPERTY MEETS DENSITY REQUIRMENTS OF COMPREHENSIVE PLAN. 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I I I I � L I I i ;� ! � I I I � I � ' - � I I I : I �I, , i � � I I 11 I � , I I � I E I I I I , I I I� i 1 . 1, I!�, �: I I 'L � : i I I : I � I I w �, 1, ,I " � � , , L � I � � I I i I �I : 1. TYPICAL LOT (SEE DETAIL AT RIGHT) I I i: I I I I . � I!I I I I 1�I I :1 i - ! i� i� I 1 1� I I I L I . z I I � : I I I r : � 1 I i 1 I �: i ,'' L I I : I I :, - I I �I LT11 I � :1 I 1, I � i I I, : . I � I 1 ! I ; ,! I . - I � I I I I � I I I � I r ! !1 w; ! � '� , , � :i�, I I � I 1 ,, I r: 1 I: � ; � I I ! I I � I I I I � , I I I , L �- ! I 1� :: i:i �l � 11 �I i , I . ! : �i � r, I I I I I � . � I 1 1 1: R TE DRIVEWAY AND SIDEWALKS = 505 SIF I 1. CONTRACTOR MUST MAINTAIN WALKABLE/ACCESSIBLE SURFACE � � I I L i I I , , I � I !� i I I o I ,: ;� I I I I I I : I "I I (1) � � I , I I � I I �� I I I . : I � I ; I :; � 2 : L � : I � I ,I : 1 � 11 ; ,; L I 1 , I : !L, I I ! I � � :I :L 2 : I I I I �� I � I: �1� I. � I :I i I � I � ! � I, - - : 11 I , I 11 �1� �I 1 1 : � I I� 1[ � I I I � I I I � I I j I I I I I 1 , , I I I I I I�I,� ,� :I � ; ! I i I I I : I� ,�:: � I � � I I I - : I i I !: �! I I I : � I I - i 9 I I,1! �!' I I , 4 1 I � I WHERE SIDEWALK IS REMOVED/DAMAGED BY CONSTRUCTION. �; :�i I, I( 'L� I ��1 I I I I I I I : � I I I I � � , I I � I I I � , I I : � , I . ;� PROPOSED DUPLEX UNIT = 1,404 SF m I I I�� I�:, :�l I I , � I, � 1, I I i I I I I I L I I I I I � I I �i , [I I I I I � : 1 , �I , ; : I I I I I I I : : I I � i 0 1 I I��, - �� , 4: �: I� I !, f : I I I I I � ,i T . 11 I 1: I I , I I I I � I: ,1 . I I I 1 1 � I � PROPOSED CONCRETE PATIO AND AC PADS = 114 SIF 2. A POST CONSTRUCTION SURVEY TOPOGRAPHIC SURVEY �- I � : I I I I I �� 11 1 I �i , 1 �l �, - I I I :1 , � I I ! I L I li I �� I , : �l �i I � 2� L I I I ii�� I 1[ I I � I I I I I I f I SITE CONCRETE DRIVE ER CONSTRUCTION ULL BE REQUIRED : I I I �,� I� I ii � lr� I j� � � I - I 1 I I � I j i : � ;�� I I� � � I I I L I � i � I I I 1 � I � I : 1 � i� 11 1,-, ON cl 40 � I : � i � I I�, !I � I I I : I I I I i I ." PER LOT (1 DUPLEX/2 DU'S) = 2,023 SF I DEWALKS-505 SF T- I � � I ,I I I m , : L� I I :, I ': � I - 1 : TOTAL I ii I I :� I I I i 1 III i 1 1 : I , � I I AND SI I I I II t � I I I L 1 � I � � � ... I '. "4� 1 I . ,� �, I I I � :1 i I I I .1 I L, I I I I : � � : I I � I !� . ji� : I � I I � 1 1 1 � I �l I� � i� I d .�� . 3. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD. IS REQUIRED. z : I ,�i, : I - I I �i -I I I I :� � , � : i i � , 1, I I : I i I I ; I ��, i�� I I!, j ,I, I Ili . � I I � i �� I � I I� �' i I 1:1 I�1 1 1 i ! L ' � 1 11 �i � I � � , ,I :1 , ; i I I I I i� ; I ! ,1 1 � . , � �I' I I I :III I !�� I . !I:: ! SYMBOL DESCRIPTION I . F- i � � i -t I J � : � I It I � 1 � I 1 1 L i . I : � < I I : � � I I iii I � � I I I I I li� � : I � � TOTAL IMPERVIOUS AREA (3 LOTS/6 DU'S) I . : ; I ., ��i :.I , 11 I 1 : I i : I ,I . I �� I "I I� ,I I! ! � � ! I L 'L I I I I I t � : I � I �� 1 , � I �I;, � ! !I I�! L 1 I I : I jj� : I I � I i � I U) I I � " �: �;I, 11 I : I 1; '�! I I I I ,I 11.29 FIL I � � :�! . � 1 � I : I � I I� � : I I I I � � I � i , I �I� I 1� I 3 � ; �1 1 �� I I I ! 1 1 � � I 1, I I � " 4 i, I I I I I i I I i � : I i I L I I I,:, ;, : ,I I I � I � � , i I,. I I I : I � 1. ----'- 3 0 2,023 SF = 6,069 SIF (D uj � ; L I I I ,I I! I� I 11 , i i I � I I , PROPOSED SPOT ELEVATION I I� 1� � i�I� : ,, I ! � 1:i , : � , �i I I I I I I I I � � I I :I : : 0 i: �j I �::, i : �, 1, !,]t ! I , 1, : 1 1 i � I :� �: � I I I I ! :, �,-, I I A� I �k :� � ,I I I I � $ 1 , � I I i : � I � I I ! I I I I 1�!,; :,, I . � I : : I:j � L : I I I I I � ,I -11.(]- PROPOSED CONTOUR -�I z I I � � I �� I iiM L �I : - , I I I I : � I I I . I I : : � I : : 2 -�,�I 3-1 I � I I I I I�� I:: � I: , ,1 1 , ! 1� 1 : , I, 1 � 1:1 I I I I �,i I I I t-Ij - I q !: :I I :�I �il . ; ,� � I � I � � I I � : ll� I , ! I � � I L � I � � :� . EXISTING SPOT ELEVATION STORMWATER SUMMARY I I" L I I I I �,li I �L , i I I I, :I � ;I I , � I I I I I � I : I I , I I I � I I - 0 � � I I ��1 ,� �j !: ! � � I � EXISTING CONTOUR I I I � �;,L I i I I I I� , i I ; � I � :I � � :1 I I ,, � I f i p I I, � � --� I , 1 �, I I I L I I I � I I � �: �z I I L � I I 1 I, I I L ,: � _--ONSITE DUPLEX I I 1 � I ; I�i: I � � L � 1 1 1 1 � I � t I � I �, 1� �, �,; I ,:i I , I I I : I � � I � � � I I : ,�[ I � I i � i . I I I � I I I ; I ��T - DIRECTION OF FLOW/SWALE LOT AREA = 20,400 SF UNIT-1,404 SIF : % ,, � I L . I I I I 1 4 i � : �, I! :- 1 1 �- , ::i ; � 1 I I : � , � I , ----- -1� � ��L i�i 31 f � I �;L � � 'I 1 I 1 4 1 ; ,� I i � I � . I I z I ! I ! I S� � � I 11, I . I I � I i :: I L I � I f . I � I �--� � : I I . I L I I I I I , : : � I � � I : � ,,, ; �ii I j L I L I I i i I : I ; I � I . I I 1 ,� 1 :!, , ! I I t I � �I i 1; I I I I I I � I 1� I I I I I I ,Q !!��L I I I I I ( 1, :I , I I I : :! I 1� : I I � , 9 II,I I I I I I� I I i � I I f I , I "0 1 REMOVED) � �� I . I �� " I I I : :�. I � I I .1, 1 � I I I I : I I � I I I I I 11 I ��i� �: I I I; I : I i I I I . i I , L I c�n , : 4 I I : : , I I � � i I I I I I I I I I I �I � ' 9 � � � I ! I I�� I I � : I ,L j � I I, 1� � I I : : I I I � I 1 1 : i � � I I : � I �111i " � r I! L . � I I I 0 I! :� I ; I ! i : [i I I I I � A - S : . I I I �I I I 11 I I I : I I I I : I I I �;: � 1 I :I, I ;t I L I � I : : I � I PROPOSED IMPERVIOUS AREA (SEE ABOVE) = 6,069 SIF GRAPHIC SCALE I I � I� I I 1:�I! 1 i I I : � � I I I 1 ;, � : L .1 I I I I I I: ,� ,' � � , ; I ,I � � J� i I i I � i I I I : : ;,: � :� I � I I ! I� - 11 �,� � I L I , I� :, I , I � :� , I � I. I �� I 2�; � I f ;,�;i: I ii I . . : i !i I ,�� ! ,� ,I I � � I I I : I I L I I . I� I � I . I I I I , �- � j I i I I I i � I 1: I: I � :, I : : 1, 1, I I� � I .. . . I i, I ; I I � I �, ;� � i I � I I L� I I I m 1I RE:QUIRED STORAGE = 1,880 CIF I . I I I � . I . I I t ;! I,� �!" I�1�,� �I!� : !� !L % :1 I,:I�: �� I �::i, � � , I : I I i i i: I 1. � i I :i I 1� I I �i I I : I I , I I L�, , �� , ; ,� . I: I , � I I i 11 Z I I : I I � I � ; I I , I i � ,, I I � , L I � I I I I � - : � � I � � I I � L I I� � I 'i-� -N-I � . , :1 :I I i I �I I I 1 I I I I I I , � � � I � I I I I I I, � � � I � i I� , ! � � I I:1 I J7E�a� ONSITE PAIDO AND AC I 7 i �I � . I : I : I I I I I� I I � : � I I I ; � , ,1,1 I I I. GE (ONSITE RETENTION) = 1,915 CIF I I � � I I 1! �� Ii 1 1 �:I I I I �i:i I f ;:� , � I I : L I I I I I t I I : � I � I � I , I I I I 11 I I � I � I -,I I I I !: .1 � v 1 , I 1 � � I : I � I I � I I , i I I I I (IN F Er) I �� I I �: I �I , 4 I I � � : I i 1 1 , . I I PADS-114 SIF ft. I : I I � �'I 1 I i I i:� I , � I I I 1 1 � � ! � I I I ! I : I I �: I I I ; I � � � I I, I �� : . =Elo I � ! I I I ,I I I � I ! I I I I I � i ��-- I I : � I I I � " I i I I� I I j ;:[, I I I � I I 4� ii 11 , I I ,; ]I �! I ,I 1 ill I , I i ii �I I I I I I I I �� i i � I � I I � I i I i ii I I " �� I t I , I 1� � I i � I I I It I i �i� ii i I i i ! �l I i� I LI h � I I I I I \ --� 1 :7 7�&��--I - -�l I-�ll- I -,iT ,-- - :I � I - 11 � -1 ,� ii - I --FN �i j ' 7W -1 ,I, ii - 11. �� 1, 4 �� I D ,, M I - --- , i I ii I� I l� li� L - � I k.� L I I� � , I; I � I� � � i� I I - - , � I f f I I I I I � �I , � � : � I , � ��1 1 ! I � � 1 , I i I I I, I ,I I I I � : I� i I I �-, I � �::i, I�;'l L e I , ii�: : I� I I , i � I � I I I I I I, L i I ! , ej" � � " ; �il i I , ; T I � ! � I I I � � I � I I I I TYPICAL DUPLEX UNIT i I I-h 7 _ ] � I ,�i I I 1. I � I I I, I � I I I � :; i I I I :1 : ! 1 , , . I L I L- - i � � . 11 I : � I I . iI� I, !i I . I � I I I . 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I I � I I I : : ; � I I L I �1 �, � j I i I I 1�, I : 1:I I I . �� I I I I I I I � I I I 1 , ! � I I I L I I I I I i ! I : 1 4 � i i � ,L I� 11 I� I � , I I I L . I I I I L � � I I : I � � L , I�: I i I� ,, i : 1 1 � I, 1[ � L I � I� � ��1� I I : I �I I I ! I I I I � �I L : : I I : I � ,I I � � I � I I , i I I I I ��,I, I 1 0 I I I �� : , � � 11 ! ! I � , � I i �, I ,1�1 � I i I I �� : L I I I I I , � � I � I I I : � � I� ! 1 � I, � � 1 I; I I I � , , f � r,:t� I I I I I I � I � � � I i I � 1 , I � i I I I I , I r , I : I- I;It i j i ---------- , I: ! I - � I . I I i : J: I ,1 : �: . I I : I� � �!, ! I I i I ; � � ,� I L I I ! , � , I ------- - - . - I - ---�--. --�-- �-1---,-�,� 1,- I-,-.,�--li� I I . I I -i I � I I I I - -L''� �' ,, I I 11--11,-�-,, � I �� - -- -]--- I------------ - �--- � - ,- I � � L - L L - -. - - I . 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I —T � :i if ::� , : 41[ i � ; I I I i� I I I I� : ,� I i I I �� ; I I : I I t i � I! : f� I I I� �i I I I I !I : I I, I t � I i : l i !3 k�1 1 ��i�t!, t I, i I i I I ! 1� I I � I � � I I " I i I � I � 1 � ; I I �1� I I � 1 1 I T I T - I T I , I I :1, I � i�, I ! I I i T� k � 1 1 1 � : - � ,: I I ; , I :f I I,i : I , 1 , 11 , I I I !� , , l!� I I : I ;I I I I ! i i I : , i I� z I � I! � I ,, :�: ::, i I , I I� I !I I ; I i : �� T� I : . � I I 1, 1: I I I : � �if I� � � i i, , I! : : I I I� �� 0 ;, , � ,� I I I : 11 ,�,� 'I i i, �I � I � ) I 1! T I- I I I I -, ,", I i �l 1 i ;� Li�it i � I I I .1 I I I i 4 ; � ; I 1 i � I I � 1 I I �I � � I I:I i 1 ij I I! '! I i, I ; I I I � l " ; I ,I — :� !i � i 1 J, t � � i I � : I I : l I I i I , � 1, . I ; I I I I k� ! I � I : I Ill I � � :�i t'I I, I � � I " i ; I I � i e 1 i : I I : t, 1-i �fi I i i I , I ! t I : I : G �2 i I I I I i I I t I I 1 i � �� I I 1::i !I " I � I, I , � , , ,, I . 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I I I i I I I I � I I I I I � ; t J : , f Iiii '' I I � L I I I 1 1 1 1 1 i, : I I i I I � � I �i � I I : 1 I 1 . I I I � ; I ; � i i 1 i L I I I i �I I I : , � 1 I :)�� i : 1 i, ! I I r T � I T"I � 1 � � [ : � , I I '' t 1 i I I 1 : 11 � t , , i ; ! ti I � ; T 1 � I 1, � ,i �, I� , :, :,- I I ,: � f T I I I ; I I T ,T I i i �� I ;: i I. I i: I � : T [ �� ; ! : I I � I � 1, I � ji: j I I i I 1 � � � . ; I I I � I " �i T 1 l!�� l A � I 1�: : 1 I : L I I i �! I I. I ; : i � I i �i ,� 1 : � I ; : . t 1 1 1 � I I r I : ! I I, : :� I 1: �� i i 1 i , � � I I i I T I ,I I I I � [ �, I I I I I f I I I I I ; I iF i �I T I I � I I : � I� � I � g I � T , , -- - . - .-- -� - � � - �- - - � I � � I I I I ,; �ii I � I � � I t It ! 1 ! I!::� I 1 1 I I � t � I I I I T I I 0, ," -� --T, ,-, -� ,"� - I I, , , I I � : - �,, -;f 7�-- : , 1 � �, � T-1 � I � I t i 3 i I I I 1 1 1 . i I " ��t - .- �� -----,, ," � . I,- I : , , ,-,�1��., ",, ,- � I I :" , I I � I I 1 , t I 1 1 1 1 L I :, I ,I I I i � � - � I � r I i � � i L : - �I t � 11�, , -----L------ - -A � - -� I I I-' -- I 1-1. - . I-11 I - I I -1 --------[--I , � m,I--11-1 ---T-�---l- - - - -- -- -- i I I I - i I I i I - w, GENERAL NOTES: This document,along with associated SPECIFICATIONS: (continued) docun ients,is an instrument of enp ineers s,ervice and are thel and in ellectual EZ pro cperty of The astiloUroup Inc a 1 a rill 0 1. All notes,drawings,details,tables,references and specifications depicted Within these engince i g documents shall be reviewed by the client and eachmaterial and/or OTHERFRAMING the lorclle IN a licensed en ineering firm an u en Beer jaenu led n V CODES III DESIGN STANDARDS: DESIGN LOADS: service contributor prior to mitiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/ormaterials shall only be ense as I grante to the user(the pe son or U ent e I y I en I e 1. All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumbil maximum 19%moisture content. furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a in this ae d As of S, � epicte nd ssociated I ents able construction and safety practices required to execute a design such as the one depicted here ROOFS thorough knowledge of applic, Florida Building Code-Residential 2010 I ct the buildin (s) lies in detailed herein and on y atthe s citiclocation 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllarn L VL 1.9E,or equivalent,except as noted otherwise,and sliall be installed in ident ed lo . e-use use a a location Florida Building Code 2010(as applicable) LIVE LOAD 20#/sf UILIFIel.11][MILIFle one oescn dhereinan or 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturees specifications,instructions and directions. DEADLOAD/SHINGLES 7#/sf ZONE'i Ing,du lication or odification of an 7 1 N, DEAD LOADIFILE 21 ASCL -10 n or e ent herein is a violation o and 16 10 of the Florida B uilding Code,and/or Sections R30 1.1 (excluding"flood" desi gri,unless specifically noted withi these documents),R30 I.1.3 and R30 1.2.1.4 fed�l ntellectual cogyright laws and/or state NDS-05 DURATION FACTOR 1.25 administractive Code card of Engineers rules 3.All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, etc.and is punisnabie oy tine,imprisonment drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements aSOLItlined inthe equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered-wood may not be built-up orpieced together to form TPI 1-07 FLOORS anal iicensetautnortzation revocation. Upon revocation of license for causq,.ay perso.n or ACI 318-05 LIVE LOAD 40#/sf z aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Ad the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawnmembers d ally,the Z dition, entity.in possession of an e in verston.of the docuni Shall returd all ngi eer's scope of work specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EVvT i.e. 4x4,4x6, 6xil etc. -may be replaced by a similat�sized(e.g. a 5.25" x 5.25"EWP in lieu ofa ii SYP)engineered wood post without additional analysis or WFCM-01 DEADLOAD 12#/sf Gncludm�g Chrg Below) '17; versions to I he Casti o Group,Inc. ;Q Immediately and cease any and all 0 spec led herein),etc.] as well as other disciplines of engineering-i.e. mechanical,electrical,Plumbing, geoteclinical,environmental,site(including drainage),etc. And, documentation required by the engineer. DURATION FACTOR 1.00 construction and/or use associated with DESIGN CRITERIA: clocuni Use of this document the engincer's scope of work specifically excludes design elements of air architectural or non-structural nature,including but not limited to egress and life sarety;moisture N /X1 CEILINGS/ATTICS ackno% the 41 protection,intiltration ancVor resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the ailing shall be with"common" nails,except as otherwise noted. All nailing not othenvise specified within these engineered documents shall be as specified by LOAD/NCI STORAGE I O#Isf(Non-concurrent) aforemention s and conditions. 4. All In LIVE I teA J structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of he aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used inplace ofnails BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) I ics or guarantees y DESIGN MEB or screws. BASIC WIND SPEED no other claims,warrant' relative to these documents with regard to their fitness for in purpose. Any data included within these documents that address 13)0 mph(3 see. gust) DEAD LOAD 5#/sf elements beyond the specific confines of the aforementioned code sections and stated limitations purely incidental to the engineer's scope ofIlwork and shall be C WIND EXPSOUIRECATEGORY BUILDING CATEGORY LOADING appropriate entity -i.e. owner,architect,contractor,and/or build' ig official, irdividUally and collectively-to design, account for or otherwise verity as PERTABLES' DRAFT i responsibility of the 5. All engir ecred components,including roof trusses,floor trusses,I-joist,etc.,shall be 'installed in accordance with the manufacturer's specifications,instructions and dl� a ropriate for the intended purpose. directions. INTERNAL PRESSURECoi +0.18/-0.18 DIU[ZATION FACTOR 1.60 pp ZONE CHECKED LAP SIESMIC N/A 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/I(Structural I rated sheathing NOT required except when specifically identified as such). 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects SCALE N/A LIM thereof. It is the responsibility of others-i.e. owner,architect,contractor, site developer and/or building official,individually and collectively-to establish the Sheathing may be either OSI3 or plywood, unless specified as one or the other on the fraining plans and/or details. All panel edges of wall sheathing shall be solidly ated there upon. In no case Strait tire structure depicted herein be sited at an elevation less than CABLE -equired at unsupported parict edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. DATE 10.31.2013 appropriate building elevation for the subject site and the improvements loc, blockel Use of"ply clips" or similar edge support is i k Nil the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the COMImIllity engineering and approved Use of"ply clips" or similar edge Support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of"ply clips" EZ ZONE"311-CORNER ZONE(S),TYPICAL by the local controlling authority. Furthermore,the Structure depicted herein shall not be constructed on a site meeting the criteria for orotherwise identified as afloodzone 13-253 or similar edge support is reconnnended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall JOB NO. IV W unless these engineering documents specifically indicate the designi depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16" thick. Floor sheathing shall not be less than 23/32" thick,with ll panel ed eS Supported(tongue&grove orblocked). Some design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,req span ratings and fastening information. I INTERIOR ZONEI ROOF PLANNIIEW E] ZONE Si 4. The designil depicted within these engineering documents has/have been prepared in accordance with the pplicable laws,codes,standards,rules,ete.,(refereiiced herein)as interpreted and enforced by local authorities having Jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) 7. At exterior walls clad with a stucco or an.applied-stone veneer finish,the APA www.apa-vvood.org reconil the use of either 15/32" thick,32/16 span-rated ZONE I'T'-LND/EDGLZONE(S) REV DESCRIPTION or documents,nor of any inconsistencies between the designi and documents and the applicable laws,codes,et al. However,should my portion of the sheatluing(Exposure 1,PSI/PS2) or 7/16" thick,24/16 spari-rated Structural I rated sheathing when the sheatEng is install se engineering ed with a vertical orientation(long axis INEZ" DIMENSION: documents be found to ' elude an error or omission,the engineer,upon appropriate notification, will correct the documerl in a timely fashion without additional fee to e wall t, -202 for additional information). The discretion to enforce the aforementioned,recommendation is at the sole in parallel to the studs)on th (see Technical Bulle in TB ZONE"T'-CORNER ZONE(S) the client-will the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees du discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recor 4f-0" to die engineer nmendation unless you have FIRST verified the 2 for the dditional services provided. The engineer will not be liable for any increase in material and/or 1, �Lritbility of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhnce bor costs arising from the revision,correction or update to the INengineering documents or addendum thereto. the construction of the exterior walls. 3 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be 'installed'in accordance with the manufacturer's specifications,instructions and 4 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The desigii(s)depicted herein may not be used to a)subsequent structure(s)or elements thereof,nor shall the designil be executed at I location other than the one site or location specified herein. y be used,provided that the alternate connectors meet or exceed the specifications of the connectorl ------- execute directions. Alternates to the specified Simpson connectors in, ppropriate product approval and installation instructions and directions. specified and have r//7� The 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions Outlined herein. CASTILLO 0 A TE&MASONRY 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflict ispresent. FOUNDATIONS,CONCRE Gro P it drawings,site plan,surve and/or other data or information sliall be reported to the 8.Any discrepancies between these engineering documents and the architectun a 1. The foundation desigri depicted within these engineering documents h s been completed accordance with recognized standards,recommended soil design y Tnationl available at t engineer before the commencement of construction nd no construction Strait proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design procedures and is based upon the best infoi he thire of their preparation. Tire desigri depicted herein D e s i g n e r s construction,construction should cease until such time as the discrepancies have been resolved. s/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling ol'subsurface soils. It Must be recognized that the foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of E n g i n e e r S 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opern the soil conditions present and be advised to maintain good practi e in the future with respect t' surface and subsurface drainage,maintenance,the construction of ng locations 0 I Roosevelt Blvd. and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy ofthe replicated information partitions above floor slabs,finish work on or above the floor slab and the locating or constructiing of secondary elements near the structure that could ffect flitLire Jacksonville,FL32244 or for claims arising from the use thereof. performance. (904)772-1 FL i No.z9oNi5 de aware of nor accounted for other components,elements or systems 10. Unless specifically depicted within these.engineering documents, the engineer has not been In, 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on I relt ively flat,well drained building site featuring nn that may be intended by others and could affect the performance and/or servi eability of the structure depicted herein. exclusively no -expansive soil with an allowable soil bea i g capacity of not less than 2,0004/4f and a design lateral load(at-rest pressure)of 60#/sfper foot of depth with a level back slope. Should site conditions be adverse to-or otherwise mconsistent with the aforementioned parameters,construction hall ceseirritmediately nd 11. These engineering documents should never be scaled. Wall framing should be based on the stud tabli specifications and/or the relevant notes provided hereiii. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. framing shall riot be assurried based upon the"scaled" wall width depicted on these or any other drawings,or based upon notes or references included in the rclittecturall drawings. 3.Backtill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and fiave been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. t nature-i.e. the size,grde,species,quantity,strength,etc. of headers,beams,colutims,posts, 12. These engineering documents include specific information of a structur, associated architectural drawings. Additionally, the size,grade,Sp Studs, 'Gists,rafters, sheathing,footings,reinforcing,connectors,fasteners,etc. This supersedes information of a similar nature that may be shown ou the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required mirrimuin�2,000#/sfsoil bering capacity. ecies, quantity,strength,etc. of the structural elements specified herein may be exceeded or enhnced, In the absence ofa geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. wit n reason,at the discrut on I I e user w.t out a engineer,Ll ess spee lea p I e I engmeer. 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated FLOOR PLANNIEW colunur or wall, unless indicated otherwise. in 13. These engi ecring documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using It ocurnents or any purpose. re engineering ocurnents is/are missing,illegible or otherwise unusable,obtain complete and legible doetuneiits before INTERIOR ZONE(S) ZONE 114 P le ation of&se steps,jogs and elevation rocceding with intended use. 6. The location of steps,jogs and top-of-wll and/or top-of-slab elevations re criti al to foundation performance. While the loc 'i DINMNSION. engineer have been depicted within these engineering documents,it is understood that some of these may change changes indicated or otherwise known to the 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual construction. 'the designi depicted herein can only address the proper foundation configuration s specifically depicted herein nd could require 41-011 ZONE i-END/EDGE Zi LJ d'ct'on over the construction and/or Occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional nalysis and effort should field revisions merit. J UrIS I I In IC methods of constructi gthestructuredepi ted heremi and shall perform their respective functions in conformance with all applicable laws,rill regulations,codes and standards. Under no circullistance sliall these engi cering documents,nor my portion thereof,be used for any purpose until )they have been reviewed,b)they have been 7.Extreme care should be used throughout the construction process to prevent the movement of retining and/or foundation walls until the completion of the structural MAX. ON-CENTER STUD SPAl(in INCHES) roved, and c)(ail)appropriate permitil has/hve been issued to execute the design(s)depicted herein by the ppropriate controlling authority(les)or theinesignel app system. It is the sole responsibility of the contractorl and tabor contributors executing the designi depicted within these engineering d9cuments to adecluately shore END-ZONE/INTERIOR ZONE: Furthermore, all construction arising from the designi depicted within these engineering documents shall be inspected as required by the Uthorityi e wa,s ol t, e coris ction 1 11 thr the' i tru i process to maintain the integrity of the desigill responsible for the -Liction progresses further. No Certificate of Occupancy(or sirailar-statement i Issuance of any pentrit(s)and shall pass each required inspection before the corl U letion)shall be issued for the structure depicted ithin these engineering documents,nor shall the structure be oc 8. The building site shall be cleared of all top soil organic matter beneath the planned structure location,as well as for an additional five feet ormore beyond the STUCCO comp cupied or otherwi used for ally Purp RfHt <30' osi until such time as the authority(ii having j Ltrisdiction over the construction and/or Occupancy of said structure have confirmed the sti-Ltcttire is safe,sound and in nice with all perimeter thereof. Unless otherwise indicated,all footings nd flat concrete shall bear upon rion-orgari undisturbed soils compcted to 'a density ofinot less than 95% Nisn FLEX. 2x4 2x6 2x8 2S:10 'ITILIm Dry Density (ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean PLATE liEll 92 SPF` 92 SY13 43 SPF #2 SPF applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references nd specifications depicted within these engmeenngdocumenfs. aXl 92 SW #2 SYP -class f #2 SYP GW GP ,SW ,and/or SP ills with ariy organic materials removed. Fill,as required,shall be placed top non-organic, undisturbed soils(with the compaction U F of Modified Proctor M 24"1 24"1 24"1 24"1 24"1 24"/24" 24"1 It thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compcted to a density of not less than 95%ofModified Proctor 15. It is the sole responsibility of the contractoi and labor contributors executing the designi depicted within these engineering documents to determine I e proper 9. -y to execute 20"1 24"1 24"1 24"1 24"/24" 24"1 24"1 erection procedures and Sequences required to insure the safety of those providing the labor and materials necesst the designs,as well as insure thil soirridness Maximum Dry Density (ASTM D1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engineering report specific to the 10, 12`716" 12"i'll in 24"1 24"1 24"/24" 24"1 24"/24" 0 ___i4_-12,V 24"1 _T4�'�F 24' 24" nd its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractorl nd labor build' g site or at the direction of the Building Official,as deemed necessa f the structure ry to achieve the mini'murn required(2,00ONsf)soil bearing ca acity,but in no case shall the to provide ppropriate and adequate temporary bracing necessary to maintain a safe,plumb, nd level structure during the constructionprocess,until such time p C contri site be prepared to a lesser degree than that which is Outlined herein. 1WI12 10 24"1 Sill 24"1 24"i 2411/2411 2411/24" 24"1 12' as all of the structural elerrients and components depicted within these documents re properly installed,inspected and approved. Bracing shown throughout these _iT'/2_4- __T4�'�T- 24"1 IT N.P. N.P. engine anent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and beplaced atop 12"1 24"1 cring documents's perm, 16' N.P. N.P. 12"W Mill 111 24"1 24"/24" (minimum) I Omit polyethylene(visqueen)barrier installed in accordance with pplicable codes and standards. Slabs shall be reinforced with either 6x6 WI Axl.4 18.51 N.P. N.P. 8"/8" 8"1 12"/12" 24"1 24"1 N.P. 8"1 SIM" 8-1/12 24"/24" 24"-/24 16. Yet-to-be-installed building materials Such as gypsum board,("drywall")and roof Shingles or tiles-placed on the flol or rooi of the structure depicted within WWM,lapped not less than 8" at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shll be Used with minimum 2" fiber length at a rate of I e lb.per cubic yard oficoncrete,complying with ASTM C-11 16. 19.51 these engineering documents shall be evenly distributed over an expansive area so that the eight of the urrinstalled materials does not exceed the allowable Ii ive loads of th floor or roof-,Unless indi Bled otherwise within these documents,41 for floors and 20#/sf for roofs. 20.5' N.P. N.P. I Ic 16"1 'i 24' 10.Millilmlln compressive strength of all concrete used for foundations,slabs,etc. strlt be 2,500psi at 28 days. 21.� 14 P. N.P. I 1 li 24"1 '41iin these engineer' g documents shall be installed properly,in a workmn-like manner and mi accordance with the directions and instructions 22.5' N.P. N.P. N.P. 6-76" 6"1 16716" 24"1 COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE' 17.All materials specified%v in rovided by the manufacturer,or as otherwise indicated by the code or associated product approval document. 11. Where indicated,cores or cells of block juasonry (CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less p than 3,000psi at 28 days. IVIND 1101C PITCH <6/12 ROOFS(all values negative-ix."UPLIFf'") WALLS (incl.Winil Doors) 18. These engineering documents have been prepared using the version of the Florida Building Code nd/or Florida Building Code-Residential(along with the associated Mo.RE Ift. 20' ZONE"T' END ZONE"T' ZONE"I" OVERHA11G OVERHANG INTERIORZONES ZONES I 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for ll reinforcing sliall be as fG11ows: NIAX QN-CENTER STUD SPACING(in INCHES) standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the pplicable code,standards and methodologies are AREA(in Sill CURNEM END/EDGE INTERIOR CORNER INTERI OR NEGXI POSITIVE I REGATIvE POSITIVE <10 -52.07 -35.21 -20,23 -69.31 -41.21 -29.60 22.10 -23.9.8 22.10 END-ZONEANTERIOR ZONE: routinely updated and/or Supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and a)Concrete cast against earth: 3" b)Formed concrete exposed to earth or weather: 1 V2" rmer. Should permitting and/or actual construction be delayed beyond the applicable effective 20 -48.70 -32.41 :i9_67 -62.75 -41.21 -27.72 21.17 21.17 enforcement agency(and Subsequently used for construction)in a prompt in, i Interior slabs,walls,etc.: 3/4 -23.04 W date of the edition of the code,standards ndfor deign methodologies referenced herein, the engineering documents shall become null nd void and shall be returned to the 50 19.67 -21.54 19.6 engineer,who may subsequently be contracted to update or re-engineer the structure i deemed pplicble)to the current edition of the appropriate code,standards andlor >100 -40.83 -25.85 -18.36 -46.83 -41.2 13.All reinforcement shall be conform to AIM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60 1 All longitudinal methodologies. III no case shall these documents be used for permitting or Construction More than one(1)year after their date of original issue. PLATE HEIGI-IT it)reinforcing in wlls and footings shall be continuous at/around comers and intersections, and/or matching comer bars shall be'`)LI All longitudinl (NOMINAL) III SYP (hofizont, 42 SPF #2 SYP 93 SPF I #2 SPF 42SYP h!2SYP (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20" minimum lap for#4 and smaller reinforcing)and ll vertical reinforcing shall be Il 24"1 2 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme T'l 24"1 24"/24" 24"1 1pped t splices a minimurn of 25". LEGEND 9. care and code-required factors of safety have been applied throughout their preparation in in effort to minimize the potential for errors,omissions nd/or conflicts. 12"/16" 12"1 24"/24" 24"1 '724" 24"1 4 24"1 24 However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the desigii Because of the inherent inbility ofthe 10, 10"/12" _0�_IIT _24'72411 21 24"1 24' 24" engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper" phase,opportunities do exist for the design to require additional effort 14. ALL concrete operations-including butilot limited to mix design,mixing,transporting,reinforcing detailmig and placing,placing,curing andtiesting-shall bedone 8-/8- 20"/24" 24"1 24"/24" (2)2xI 0-2 3 HEADER/BEAM CALL-01111' 24"124" 24"1 once construction has commenced. This,combined with the relatively low fee(relative to the cost of tire structure)associated with providing the engineering ccordance with the requirements and ap TT Hil _22'726" _24'724" _24"/24" _24"i services as in plication of ACI 301 "Specifications for Structural Concrete." depicted herem,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the designi depicted fill NUMBER OF KING-STUDS EACH SIDE OF OPENIG IT N.P. 8"1 12"1 ITY16" 24'724" 24"i 8_- _i7/_1_2- li 24"1 15.All masonly work shall be in accordance with ACI 530/ASCE 51IMS 402 Msonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING 16' N.P. N.P. 20. These engineering documents and the designs and ideas expressed herein are an instrument of service nd remain the physical and intellectual property of thu engineer. SIZE OF HEI MATERIAL i SYP U.N.O.) 16. Concrete masonry unitsshall beASTM C'90-75,Hollow.Load-Bearing ConcreteMasonry Units,Type 1,Grade N-1,normlweight,,l mini-murricompiressive NUMBER,Or,PLIES IN HEADER For cause,upon notice,the doci-iments shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained 19.51 N.P. N.P. N.P. N.P. 5"1 12"1 24"1 21 N.P. N.P, N.P. 8"/12" 1024" herein are prohibited without the expressed written consent of the engineer. strength of 2,000psi(fin. 1,501 ALL ETERIOR HEADERS UNLESS NOTED OTHERWISE IN.r. IN.P 21.5' NR N.P. 16716" 17.Moilr shall conform to ASIM C270 and be Type S. 2 1. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer haS used 223 N_P_ N.'ADERS P. ALL INTERIOR HE I UNLESS NOTED OTHERWISE N. resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed nd exposure for the specific S' ite or U EXI'ERIOR STUDS SPACED AT ii&ITER YTIAN 16"1 SHALL 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days mid mixed to provide a slump,of between 8" location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and Nublistred by the local controlling authority nd/or the state DCA, nd/or other commonly vailable maps and/or satellite imagery. The Building Official shall verify the BE SHEATHED WITH MINI JM L9" i NO MINAL)SHEATHING p 32 8 -1 VERTICAL APPLICA ION JES. nd other design enite 'a shown herein to be correct and code-complint prior to approving these documents nd authorizing construction from them. WITI wind speed,exposure, n S&STUCCO FINISI The engineer shall riot be liable for any claims anising from inccurate wind speed rid/or exposure designations based upon the site or location information provided to him 19.Pre-cast and/or pre-stressed lintels,manui"actured by CaStCrl shall be provided over all Openings in CMU walls,unless specified differently on the drawings.Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. "RSD"IN PLACE OF A QUANT17FY Of KING-STUDS INA HEADER OR IC L-OUT DIC TESTf MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN U,�13EAN AL IN IE 20.Provide horizontal joint reidoremig in CMU walls at III vertically conforming to ASTM A82 arid ASTM A 167 Type 3)1 SPECIFIED HEADER OR BEANI IS RiUSED ABOVETBE>LINE THICK WALL SHEATHING. INDICtVFESDfREC-FIONALORIEN'F,,VFIONOFSPECIrM--DFRANUNGNILkIBER STEEL SPECIFICATIONS: < STUDS WITH MAYdMUM ON-CENTER SPACINGS OF 6" MAYBE DOUBLED AND SPACED AT 12" OF E WOOD FRAME WALLS RESPECTIVELY. DOUBLED STUDS SHALL BE FAS TE 11"i 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specification for the Design,Fabricationnd Erection ofStructural Steel TOGETHER PERTHE MULI-PL Y POST CONNECTION 00 1. Unless otherwise specifically indicated within these documents, vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-frmel when Buill 9th edition. %Wall FRAMING C ONNE C T OR S CHED ULE FRAMING-TO-FOUNDATlON/MASONRY CONNECTOR SCI-M'DULE fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not quality as an"intersecting floor system" and shOLIldnot be y used to support platform framing unless specifically designed to do so and specified as such b the engineer. All vertical wall training(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except s noted below: CLIPTIE FASTENERS NAILS/SCREWSTO HARD%VAM ASTM 307 LNT L0CAT10VsEXT1M0V0 FOUVDATIOVS u teral support. ASTM A53,Type E or S,grade B EXTISTEM-WALL FOUNDATIOS Proll0ingineer: ninterrupted between points of 1. a)Pipe i WALL TIE-BEAM LIWEL or STRAP or NAILS FRAMING MEMBERS (SAE 1018) -j7IN-EMBED 111 0 t - ATR DIA. MIN EMBED MIN MAX RDI MIN EMBED -F EDGE DIST 112-5 (5)Sd PER END (12)16d ABU44,-66 511" 5-1/2" L P PF_ _IiIN-EBED -MI EWE CONNECTOR b)Tube ASTM A500 3" ail 2. All top- nd shol or sole-plate material shall be#2 SYP lumber w/maximum 19%Moisture content. Shol or sole-plate material in contact with concrete or inasoury 12" NfA E15 (4)3d PER END 4-1 71112-1/2"shall be pressure preservative treated. Ise. 2-1//42'"S"Pii 3.All bolts,anchor bolts nd threaded rods shall be ASTM A307 unless indicated ot Profes nel (10)16d/EACII LTT20B&DTT2 1/2"(11 C.L.Nv/IMIN 12" HS (5)10d x 1-1/2"PEREND 2"W1 herw' 12" 3- Liqense SPACING (22)10d SINGLE MOT 5-1/2" _11T, NITS12 Ii or 10d x I-IJ2`TOTAL 3" 12" 1-3A 16" 121, C.L. OA loens 3. All vertical wall framing(studs)-including"jacks" and"tnimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)aladfortable(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low c on steel and meet or exceed the capab'ity of the corresponding ASTM 3- 2x(22)10d DOUBLENfGT 5-1/2" ITTS20 (20)10,lor(24)Ii 1-1/2"TOTAL 12" - (18)16d 'W/MXII1111111 19%moisture content-except as noted or specified othenvise on the framing plans nd/or details. All vertical wall training(studs)larger than 2x6 Shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. I Licens 2978 72 1-314' 6" SINGLE HTTI614 7-- (16)16d SINKERS TOTRUSS, 12" Li S YP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. - 2x(13)16d This dri not withoutrail I (14)16d SINKERS TO,&-POST DOUBLE INTTII (2) 5-1/2" 7-1/2" 4" 1", 3-112"14" IT 5.Hex nuts and couplers/cOLIplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. 1116,46S,-16-2 _'rANDENIHTr16/4 TI)-513- -9--1/2- 7- C.L. se@:AND signed BiLl irl (2)111-1/2"TO TRUSS,(10)TOI/POST 2x(13)16d I- 15" 1-3/4 V N/A The Castillo Group,li 4. All required 2x blocking in vertical wall frammig shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that M9FA12 (10)11 TOTAL (32)I6dSbik SINGLE ITFT22/5 5i8l, 5-1/2" 151, 2" 1-314 6" '6 NIA -wall or portal frame wall may use SPF blocking. STA18 (14)Ill TOTAL DOUBLE HTF22/5 -;--112" _EE PLAN NIA .550 Roosevelf Blvd., are specified as SYP and are also not designated as,a shear NI 2x(32)16d SiJil -1/2 72)5,r Ja6ksonville, FL32244,' CORROSION&DECAY RESISTANCE: (13)I0dTOTAL Z I (20)Y4x2-]l SINGLE HDU8 7iT' 3" 13-1/2" 3-112"/4" 6100 13--112- 3-1/2"/4" FL CoA Number'29015 (12)111 TOTAL (20)X-x 2-In"SENS BLE HDU8 T2)7,5. In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness oi wall as �904)1772, Z i� -uctural composite lurnber either exposed to we MSF48 specified either in the Still tabli or relevant notes. In Such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1. All structural members of wood or sti I ather or i direct contact with the ground or soil-i.e.deck/balcony (46)16d TOTAL (31 x 2-1/2"SDS SINGLEIIDUII 1-3/4" SEEPLAN N1A, boardShUmber,joists,posts,etc. -shll be pressure preservative treated to a level rated for the Sp-cific applicatio SHEET thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall- b)The adjacent wall may be furred-out to a tidekness n. Borate-based treated wood shall not be used as/for MT60 (56)16d TOTAL 2x(30)Y4I x 2-1/2"SDS DOUBLE LOU 11 15 15" 4" SEEPLAN N/A in IT CS16 (30)8d or(26)led TOTAL similar to that of the COIL111111 so as to conceal the th' kness of the column with' the wall;or,i The column nd ad�acent wall may remain different thicknesses and the structural members exposed to weather or in di ect contact with the ground unless specifically rai ed by the manufc turer/trea ter and approved as dequate for the Y, 9[1 U P 0 (36)X-X?Y2"SDS SINGLE IIDUI4 15" 3- SEE PLAN NIA INcolumn"wrpped" with a finish material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,ifnone oftile three application. SPH4,-6,-8 (12)10dxl-112" - 1.2x(36)Y�x2Y2"SDS DOUBLE IJDUI4 4" ISEEPLAN IIPAlID22 (23)16d (16)111 IIGT2,IIQT3 11-1/2" 3" PL 11-1/2" C.L. 0 NIA aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifn engineered wood AN (EWP)or structural steel colunin may be Used within the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be III FIN. V I I-IPT'TOTAL pres ative treated to resist LPII C (16)10d I'l 314" 174 3" SEEPLAN A35 (12)3d x 1-1/2"TOTAL "FRAMING"arld"FRAMING-TO-FOUNDATION"CONNECTOR SCHEDULE NOTES: 3. All fasteners(nails,screws,bolts,etc.)less than Y2" in diameter and in contact with pressure p hall be either hot-dipped galvanized(HONG)or GUARDRAILS,HANDRALLS AND SUB-ASSEvTBNLIEs/co1vIpoNENTs e META20 (12)11 x 1-1/2" rnEmor, I of 4J re servi treated wood (POSTS,BALUSTERS,FTC)SHALL BE CONIPRISED OF EIHER A P PRE rR_ AO steners&connectors exposed to weather and/or in contact with�ot:Tosive materialg shall be rated by the manufcturer for compatibility HETAM -0. _XTE/APPLfCABLE FLORIDA PRODUCT FIELD FRAMING stainless steel (SS). All metal f, (12)10d I I)USE SIPSON AxCRYLICTIE TWO-PART EPDXY FOR ATR-T�TOUND.CONNECTIONSU.N SYSTEM WITTI APPRO�kI APPROVAL ith the pplication and/or corrosive material. The exterior Use of any material treated g all require the ALL DAIENSIONS(ROD DIAETER,EMBEDMENT,EDUE,ETC.),i NUNIN)i DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSSD PROFESSIONAL with I pr?. LGT2-NISONRY w preservativo treatment contamin Lifilmortia sh, (16)16d SINKERS TO TRUSS, 3)-DOUBLE'HOLD-DOWNS REQUIREMININIU S"SPACIN(3BETIYEEN,,TRANCIfORSU.N ENGINEER TO THE DESIGN CRITERIA.STATED IN THE APPLICABLE Cl 1.Limited elements or areas of the desigirl depicted within these engineering documents may include the label or reference"field frame" or sirnilar. At these confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure servative treatment ACZA shall require the exclusive use of SS XFERIOR FACE OFTHE FOUNDATION,CURB OR PRODUCT APPItOVAL REPORT AND/OR SHOP DRAWING(S)AD ASSOC T (7)1/1 X 2-114"TITEN SCREWS TO WALL 4)EDGE DISTANCE DINIENSIONSTOBEEASURED FRO THE E, (7)1111 x I-IJ2"TOTRUSS, DESIGN CRITERIA SEIALL BE REVIEWED AND APPROVED BY THE E.OR locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or pplicationsmay include connectors and fasteners. wrislii][6 1 5)NIIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB L TIONS ONLY IF THE ENIBYDAIENr 13 TO CONSTRUCTION. X TITEN SCREWS TO WALL MEASURED FRi THE LOWER SLAB ELEVATION -typical construction an(yor 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE WI HNIANUFCTUREWS INSTRUCTIONS& 0a rn stairs and/or landings,plant iShelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non 7 (8)11111(4) SCREWSTO 4. Stainless steel and zi -plated/galvanized(i.e.Z-MAX,Hil etc.)connectors&f,stene a Shall not be combined. Use only SS'fasteners with SS connectors. 1 me L accessories. As such, die engineer has deferred to the contractor or other person or entity responsible for ale execution of the construction depicted herein to create his or DIRECTIONS 11 (2)10d Ifill-16-2 xl-1/2"TQTRUS.1� 7)ALL NAILS SPECIFIED RE"COMON"SIZISI f her own design for elements or applications specified as"field framing"or similar. The designi nd execution thereof shall be in conformance with all applicable laws Use only zine-plated/galvanized fasteners with zinc-plated/galvanized connectors. t (6)114-x2-Li TITEN SCREWS TO WALL 3)MINIMUMROD SIZE/GRADE,EMBEDNIENT&EDGE DISTANCE'SIIOWNONPLANSUPERSEDES,%IINLNJU,,ISSHOWN rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. 18)114"-x 3"SDS TO TRUSS, ONTHISCHART FGTR 9)NIHNIMUM EDGE DISTANCES OF 4"OR MORE REQUIREMINMUM 6"WALL FRAl 21 X 5'TITEN IID's TO'WALL 5.Regular inspection and maintenance of wood,wood-based and metal products used in structur4l applications and/or used in outdoor or other potentially corrosive Ni 3 (8)11'TO FRA I(I)MINT SPACING B ETWEEN II or lai ANCLIORS U.N.C. environments or applications is essential for continued,long-term satisfactory performance. (4)I/4`x2-VVTTfENTONISONRY 11)MINJIMUNJ EDGE DISTANCE FOR TITEN SCREWS 12)NIIN]l V EDGE DISTANCEFORTITENMYs �t I I I � it : ! 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I ,j i i I it 1� : I I �' t �, : , I I I and/or licenselauthorization revocation. upon ,, i �� ! i 41 �I I il, i I X.5'-6"o/c W/(1) ; �T I I , � � I I I i I I It I I ��!! ,1 I t�`l�,i : � i l� 1 7, � I 1i ; !� d :1, 1 , I MA� * RODS ATMAX T-10"ok Wt! revocation of license for cause,any person or ti� i ,� t I t� �; 1, �� : I 5 I I, 1 I , I ,I , : 1( ( <` * RODSATM,�_X.T-Vok )- 1! "I iiif C 1: `1 tl, , � ' ` , , i � i , , i � � 1� ; 1 � , � I , tt�� I l�i , 11 � , , � I � � I t � . 1. I ;� 7 1 1 , �� ; I: �, Ili . I � � � __� I � � 1 ,t I ; , I I I I 11�: �� i I t . I I ! ! I , , � I i � , * RODS AT I � � : I i 1 : I � I 'I , i I ��`t� I I ill � I� I : 4, ,� I ll I 11 : : entity.in possession of an orgina or copied I . I : i :,I !I � � i I I I I : : 'I ! i i 1/2"DIA�STUBBY B`17WN.EA. 1/2"DIA.STUBBY BTWN.EA. 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I i , � i I I I � , I il �� !I t tI_ ii ili i , ;ij t: it � i I I I I I - j r Allitlil llili�j�l, _1 I 1 � ! , I i �i ; 1 it 11jJ ii ,V I I It Il �� A 11,,i'tiN i i 11 Ill !1 I'l 11 , I I , 1 1,� ____- ______- - __ - . ____ --- - ___ - - � __ -- -� - - -__� - ____ . - - __ _____ - . - - I 4 g t r it THIS DOCUMENT, ALONG WITH SHEATHItLG THICK.NESS & ATTA.CHMENT SCHEDULE 7/16- THICK (MIN.)(24/16 ASSOCIATED DOCUMENTS, IS AN HEADER, ADJACENT TO SPAN INDEX) APA- OR f TOP >- PER CALL TECO-RATED WALL SHEATHING INSTRUMENT OF ENGINEER'S 0 (3) ROWS OF _10 Mil VVIND - EATHING* SPH4-6-8 CONNECTORS AT _x x R[][]F SHEATHING VALL SH' OUT ON STRUCTURAL TOP >-TO-CORNER POST r I wl(1) ROW OF Bd NAILS @ SERVICE F R THE EXCLUSIVE USE Supported @ 24'01G I (supported 116'01 PLAN. 3'o/c AT TOP OF SHTN'G (IN TO ASSEMBLY AND 0 TOP SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING (1) ROW OF 10d'NAILS 0 a" / I I\ � , >-TO-HEADER @ MAX. 32"o/c. AT THE PROJECT TITLED HEREIN. 10d NAILS TOP >) AND AT BOTTOM OF N.THICKNESS INT PE INFORMATION DERIVED FROM THIS IS R1 HORIZO VERT APP.W/ ERT APP. INT END AS SHOWN, EA SHTN'G (IN TO HOR.). NO 7 �111 it EXPOSURE Mll PAN INDEX) ZONE END ZONES APPLICATION OUT STUCCO Wit STUCCO 0 4" D.C. OUTSIDE CORNER OF I DOCUMENT, AND/OR ASSOCIATED /--() ROW OF PLY. ADDITIONAL >-TO-HEADER ZONE ZONE Got NAILS 0 STAGGERED, NECTORS REID wl TRUSS GARAGE. I'1, 11, - OFF CON 1 1/4 1 5 7/1 G" 7/11 1 5/32' 6'VI UPLIFTS <1,0001. FOR HIGHER G712' G712- <OF 2x6. STAGGERED. UPLIFTS USE CONNECTIONS AS + DOCUMENTS, MAY NOT BE USED (24/IG) (32/IG) .1310" TOE- OR END-NAILS RACE OVER IN. (4) FOR OTHER WORK(S) OR (24/1 G) (1) DIAG. B WITHIN 3/4- ____0 KING-STUD TO HEADER. TRUSSES APPLIED TO BACK SIDE OF (supported @ 24'1 MAX) 2 SPECIFIED ON STRUCTURAL j OF CENTERLINE PLAN. TRUSS TO �CLIP IF THE INDICATED EMBEDDED 2x1O HORS. USE(9) NAILS, WEB. CONNECT TO EACH TRUSS WES PROJECT(S) WITHOUT THE S TO BE ATTACHED TO SHEATH 2xIZ& ENG. WOOD HORS. APPLIED TO FRONT SIDE 115 132 mph 7/1 G7 12" G70 2x4 EXP.B,I D (24/1 G) MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING OF STRAPI ARE NOT PROPERLY W1(2) NAILS. INSTALL DIAG. BRACES EXPRESS WRITTEN PERMISSION OF USE(12) NAILS. OF WES —0 EACH END OF CONT LATERAL -_IED HORIZONTAL VERT APP. INT W/STUCCO ZONE ZON E (1)MSTA-SERIES STRAP 0 INTERVALS BETWEEN ENDS. BELOW. (1) HTT22 19/32" EACH JACK-STUD'TO CC`0 ni"`rr CAST-IN-PLACE, THEY MAY BE LINES & 0 MAX. 20' 4 WSABECORNER O��' THE PROJECT ENGINEER IDENTI APPLICATION UT SITU GARAGE. REPLAC D BY THE FOLLOWING: BRACE 1 2' -V 5/3 .13lx3* TOE- OR END-NAIL C.7 12" G'i 0 KING-STUD TO HEADER. HEADER, 2xIO HORS, USE 2/)G) C REV DESCRIPTION STRAPS, 2x-12& ENG. WOOD HDRS. USE 24' BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF'10 FBC-R: MIN. 0.113' 2x12 & ENG. WOOD HDRS. MIN. WALL SHEATHING & * WALL SHEATHING. NOMINAL SHANK di... RING di.. 0.012' OVER SHANK di... 16-20 1 19 2! ra SW at rZTE-0 BMW USE 12) NAILS. OF �i%PkDDED STRAPS MUST 1 NAILING MAY BE OVERRIDDEN 2 1 5/8" 2x1O HDRS. USE(9)NAILS, 18, BY REQUIRED SHEARWALL RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2'LENGTH. CONTINUOUS LATER L 6' THICK (MIN.) (24/16 SPAN-- BE INSTALLED w/ADDITIONAL IF LATERAL BRACE MUST BE MADE OF SE UCTURA FASTEN WAT -TYPICAL CONNECTIONS 0 STUD L FRAMING PLAN FOR NUMBER OF PLIES. WOOD-Tte ANCHORING RODS BRACE QUANTITY AND SH 111, NAILING (SEE F/ST1). ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD COLUMNS. JACK-TO�KING STUD PER DETAIL B/STI, AT INDEX) APA- OR TECO-RATED PC. OF#4 REBAR PER MORE THAN ONE PIECE, DO SO BY "EATMG-TO-POST W1 MIN Bd's @ 12'O/C OR GYPSUM-TO-POST W/ AT k- _> SIMPSON INSTRUCTIONS. LOCATION DEFINED BY 2 TABLE, W/PLY CLIPS BRACING REQUIREMENTS. ASSEMBLIES, CORNER POST, FTC. EACH END OF WALL WALL SHEATHING w/3"/12"o/c OVERLAPPING AT LEAST 2 TRUSSES O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH MIN 5d's S -NAILS 0 EA. TRUSS/ 0 TRU S ENGINEER. (4) .13lx3" TOE *SPECIFIED NAILING REQUIRED FOR SEGMENT, WITHIN 2- OF Bd NAILING, EXCEPT WHEN NOTED. CONNECT TO EACH MIN. Il RAFTER -TO-TOP PL IN ADDITION TO ENGINEERED TRUSSES OR EVERY PLY IN ADDITION TO 2 PLYS, _P1 Y 10 SHEAIHING AS SPE9EIEU.__.. JACK-/KING-STUD TRUSS MEMBER W/(2) OUTER BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION 0 URB WALL NAILS ASSEMBLY& CORNER POST R0011I UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & ASSEMBLY. ROD 0 CORNER (1) STHD14/-RJ CONNECTOR 0 (DTL 2/ST2) FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED T1 4 LOCA 0 S. EITHER MAY BE INSTALLED TO JACK-/KNG-STUD ASSEMBLY MAY BE USED AT ENGINEERING FOR TYPE, SIZE & EITHER SIDE OF CORNER tIITO-FOUN TRUSS-TO-PL. CONNECTORS MULTIPLE PLY POST CONNECTIONS DATiON & 0 CORNER NON-CURB WALL ORIENTATION OF MEMBERS. POST ASSEMBLY. NOT TO SCALE FOUNDATION. (MAY BE USED The POST ASSEMBLY-TO I/ST2)LOCATIONS. STHDI 4AT C (40/20)MTH 1ILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL(SOLID-SAWN) EDGES w/2x BLOCKING. EXCEPT AS NOTED ON STRUCTURAL PLANI 2 2x ) #2 SYP TOP PL. FASTEN PLIES I.L. WCOD-Tle RODS) UPLIFT TOGETHER w/ (2) ROWS .1310" NAILS 0 0-4151 (1) H2.5 I/LENGTH OF CS16 STRAPPING II MIN. (10) 10d t _�_12'o/c, STAGGERED, w/MIN. " PS DOOR(S) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND ATTACHED TO CASTILUJI, 0-465 0 1 -745 (1) H8 MIN. (12) .1310 NAILS IN E L 0 HORIZONTALLY ACROSS STUD ASSEMBLY APPROPRIATE FRAMIN( MUL111IJI-L TRUSSES -990 (1) HIO. 0 SPH4-6-8 0 MAX 32"o/c, 0 L.-T -STUDS BERS IN r BLOCKING, CONTINUOUS TO CORNER, FILUNG ALL MEM 1 -65 STRAPS I.L.O. STHO's Group MAY USE PA51 or 46l)-930 NOT REO'D WHEN USING W D* is WI FOR TRUSSES 0 24- O/C MAX HOLES w/10d. (TYP 4 STRAPS 0 HEAD(ER) (2)2x( BLOCKING (TYP). MATCH SIZE AT STEM-WALL APPILICATIONS. ATTACH TO 745-1000 ANCHORING RODS PER DETAIL I Tl S APPLICABLE 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). W00P*Ti ANCHORING ROD FRAMOINN13g�2TI� r 26 10d H16/Hl6S TO TOP 2x( ) #2 SYP SHOE PL wl (2) ROWS AD Ill &N > MANUFACTURER'S I Ei x __T1) MT512 TO TOP OF .131x3' 0 12'o/c, STAG Ell INSTRUCTIONS & 1001 AB DIRECTIONS. T�T I s SEE STRUCTURAL Pi All GE�ED Desig R MIN 23 23/32" APA- OF E16-RA ED HEADER PER STRUCTURAL PLAN OENAILS T U.N.0. T&� DECKING(24*o/c STURD-I-FLOCT) nil SEE DETAIL C/STI FOR (VERITCAL) TYPICAL GARAGE DOOR OPENING FRAMING DETAIL ) wl )AIR / Engineers -TO-STUD STRAPPING NOT TO SCALE L 3111 WALL (i 10d NAILING & APPROVED HEADER ,,-2nd FLOOR WAL (305TRUCTION ADHESIVE. SPECIFICATIONS. 655o Roosevelt B1I EXTERIOR STUD WALL SPECI ALLIONS.., WALL SHEATHING STRUCTURAL SHEET FOR EXTE MAIUH �iizL, GRADE & 10 SEE TYPICAL WALL Jacksonville,FL 32244 EXTERIOR DECKS, LEDGER 1-3/4' Width Pieces: S W/ SHALL MATCH JOIST DEPTH (MIN. Minimum of(2) rows of 12d (3-1/4:") nails 0 12" a/c. ADDITIONAL SPECS r-11- ----------L QUANTITY OF ALL 2nd AT FASTEN FLOOR TYPICAL INTERIOR BEARING WALL FUR STUD COLUMN SECTION (A/ST1) FOR-----_,, DECKING(PER A/STl) (904)772-6ioo BLOCKING IN FUR SYS. INT LOAD-B 2xB) AND BE ATTACHED TO EACH Minimum of(3) rows of 12d (3-1/4) nails 0 12' a/c for 14' & EXCEPT AS NOTED ON STRUCTURAL PLAN 3) SWB 16"o/c (MAX) VERT. FRAMING W/ TO LATERAL BRACE W/ FL CoA No�2 §T05 RA CS AND wl lst FLR-LEVEIL NAIL THROUGH A.P.A. RATED SHEAI I \1 (4) 10d COMMON NAILS 9015 Z deeper, T-BRACE FASTENED jo N ORIENTED D.C. AT ALL EFFECTI'4E>H STUD 'OLLIMN U.N,O.. INTO FRAMING W/Bid AT 3 A*dki. SDS-SCREWS- 3' LONG IF Nailed connections require an additional row of nails when not[ size A K ACES 0 24!` 'IT.Q I -X3-). x4 PL 2x4 DIAGONAL EDGES AND INTO EACH PLY OF EACH __T STUDS WEB W/ .131 x3" a 6 LATERAL EIR T148 DIRECTLY ATTACHED TO FRAMING, ve (irnin. 0.128 TO -1 1/d I 2x4 42 SFF INTERMEDIATE FLOOR SYSTEM DOUBLE INTERIOR PLATE, 12- 1 O/C. T-BRACE TO PTAND BOTTOM. ED W Nail from BOTH SIDES of 3-ply members 0 CTO ELSEWHERE. 3-1/2' LO G IF ATTACH FASIN ZAS III§EF STUDS APPLICABLE TO MULTI-STORY BUI —W h ONLY. SEE PLAN, LAYOUT, OR QUANTITY OF SC FOR OTHER UPLIFT HARDWARE AND Mini iu of(2)�O�0 Ilts 0 24" a/c staq BRACETO IASSOCIATED DELEGATED ENGINERING FOR BRACED. SIZE OF MEMBER TOE-NA S. BRNCE ATTACH 2nd FLR STUDS TO lst FLR TYPE, SIZE & ORIENTATION OF MEMBERS, JV C NNECTIONS, SEE TYPICAL WALL 2x8 WGR: (W.3CREWS 2x MDS 12 AS SPECIII BY USS EXTEND NTO FWOR LATERAL BRACE TION SECTION AND TYPICAL HEADER 2xlO LDGR: (7) 3CREWS W1(3) 10d DESIGN ENGINEER IN. SYSTEM (1) BAY. RACING, BLOCKING&INSTALLA DETAILS. FRAMING DETAIL 2X12 LDGR, (8) SCREWS LATERAL BRACE LOCATION COMMON NAILS STUDS (OR BEAMS) w/ CS16 STRAPS PER TABLE. (28" + DEPTH OF FLR SYS. IN LENGTH) IX4). ATEACHEND HEAD TT MAX. 32'o/c w/ (11) 1Od/END, SEE SCHEDULE FOR AT DOUBLE INTERIOR #2 SYP LEDGER FASTENED TO MATCH BRACE LOCATION CENTERED ON FLR SYS.. TYPICAL, INT. MINIMUM WALL STUD ON TOP CHORD. AND SILL SILLS/PLATES/BLOCKING. NAIL FIRST 16"o/c, (MAX) STUDS wl.131x3"____1'1 & EXT. WALLS. NOT REQUIRED WHEN SPACING SIZE, GRADE, SPECIES & (TYP) PLATE TO SECOND PLATE W/(2) ROWS GUN NAILS 0 EA STUD 12d COMMONS AT 8" o.c. (TRUSS-TO-LEDGER CONNECTOR SPECIFIED BY TRU13S ENGINEER) 1b USING WOOD*Tie ANCHORING RODS PER 2)2x( INTERMEDIATE FLOOR TYPICAL, U.N.O. SYSTEM DETAIL B/ST1 SIDE PANEL HEIGHT TO TRUSS LEDGER & CONINE ON SC _E (Rv#PER TRUSS)FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. /2"dia X WIDTH REQUIREMENTS EDUL SPH4-6-8 @ MAX 32"o/c 0 EMBEOM I`T NAILS 0 EACH 9 TO TOP PL., SHOE PL. & RIM or h ft MIN. w 6 wAF) PL CAS LACE )* I I I I CEILING LINE -TO-STUDS - NOT REQUIRED 7' 12'-1 8 w/(8) NAILS 0 EACH S TRUSS WEB REQUIRING BR RIBBON w/ PRESCRIBED "EDGE NAILING" d2- AALS-&J I --B�A2 WHEN USING WOOD*Tie ANCHORING TS PR 1/2"dig x TION OF-MULTIPLE PLYSCE SIZE/SPACINC. BOL RODS PER DETAIL B/ST1, ('I EMBEDMq;t T --TAIL SCL BEAMS U.N.O. t2;-1 IWITH 4" BRICK VEN TERI EPDXIE1 ALL-THR AD EER EX NOT TO SCALE ST1 TO SCALE FINISH, ADD CORRUGATED GALV. 9 RODS w 2"x2"xl TRUSS ON PARALLEL END WALL (NOTE. BRICK TIES 0 24"o/c HORZ. HF Rq 0 94, WAS RIBBON ON FLOOR TRUSSES NOT SHOWN 1/2"dia X 7" EMBEDMENT ROOF/FLOOR FOR CLARITY.) 16"o/c VERT. BRICK TIES MUST - - - (1) HTT5 TO ATR (TYP). HEIGHT-LIMITED BE FASTENED THRU SHTN'G TO -IN-PLACE "J" BOLTS OR TRUSSES (2) J2 SpF 2x4 0 EA. CORNER TRUSS CAST APPLICATIONS MAY USE, I,LO. EACH ROOF/FLOOR SHEATHI SINGLE WALL STUDS. 1/2"dia X 6 EMBEDMENT HTT5, (1) PHD6 OR (2) PHD2's. IF I.L.O. 4x4 POST- (3) #2 SPF 2x4'S EPDXIED ALL-THREAD RODS wl FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR @ COI DIRECTLY BENEATH WALL SHEATHING PER TABLE BEAM MEN 6x6 IS REID. 13RAQING NOTES:2%2"x1/8" WASHERS 0 24o c, SPECS. IF OVER Ist FLOOR BEAM, #2 SPF LEDGER 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. SEE SILL PL. SHEAR CONNECTOR STRAP TO BEAM wl(3) CS16's (3ply 2X4 HTTI& & 5/8*0x5-1/2"` EM I END POSTS REQUIRED). w/(4) .131 X 3 TO SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) APPROPRIATE f EPDXIED ALL THREAD 0 EAH 2. SHOULD A EACH INTERSECTING (3) .1131x3" I ILIERNATIVE AS SHOWN ON SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. ARWALL DETAIL 3. NOT TO SCALE: TYPES/STYLES. LEDGER TO CHORDS ON 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. IFFERENT HEIGHTS 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. BLOCKING. ON 0 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. BEAM-STRAP PER N T1 UON PPOSITE SIDES OF WALL. 7/16' A.P.A. OR TECO ATED TYPICAL ONE— & TWO—STORY WALL DETAIL sfi�ATHING W/6'/12"o o 8d NOT TO SCALE PERMANENT ROOF & FLOOR LATERAL BRACING TOENAILS NAILING - 4 SIDES 2 4 #2 SPF BLOCKING 0 NOTTO SCALE 5' < 0 EACH BLOCKING 2x4,' O/C. REDUCE FROM EDGE OF TO TOP PLATE OF A SHEATHING/POST SPACING TO 16' a/c FOR EXTERIOR WALL P -OR I SW2 AND 12" a/c I LOW-CARBON STEEL NUT FOR X-0--\ - ROOF SYSTEM SWI. MIEN THE HORIZONTAL DISTANCE FROM THE 2x4#2 SYP OUTILOOKERS ATR ABOVE ROUND "FENDER- CONNECTED TO WALL PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-<16', 0 24*o/c W/ WASHER ABOVE 3"x3"x9/64" PER STRUCTURAL N THE MINIMUM ON-C TRUSS IS LESS THA ENTER SLOTTED STEEL WASHER. ROD TO DETAILS. FXTERI (1) H5 DEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE -X--BRACING, A CHORD OF GABLE TRUSS OR END WASHER CAN BE TOTALLY FBE POSITIONED SO THAT SQUARE SW (TYPI MIN. 7/111 THICK (24/16 SPAN INDEX) APA- OR PUILT-UP OR BOXED COLUMN MAY aE SINGLE"X"-BRACE AT THE PEAK MAY BE USED TECO-RATED WALL SHEATHING ATTACHED TO DETAIL TO I�EWFAOLLLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6xG. AND THE OTHER (OFF-PEAK) -X'-BRACES MAY OVERHANGS 16"->24", 0 16-0/c ES. ADDITIONAL ROW OF 8d NAILS 0 1 TO DOUBLE TORQUE NUT ABOVE WASHER TO 30-35 LOCK ALL UNSUPPORTED IN. MIN. DEIAIL. (2) H5 @EACH OUTLOOKE TO PANEL EDGES W/ FOOT-POUNDS AT TIME OF INSTALLATION 2X4 BLOCKING. T TO SCALE _�FAI ALL ROOF SHEATHING FRAMING MEMBERS & BLOCKING PER TABLE BELOW. EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSS BE OMITTED AT THE CONTRACTOR'S DISCRETION. R TOP > - EXT. WALLS ONLY ST1 NO FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END (AFTER EPDXY CURES). AIL 2x4 BLOCKING AT ALL R F 4 VALL TOP>. (STAGGER NAILS BETWE 2ply M (PER np rAPI F WAI I \1 EN IN. STUD END POST -T7 — Cf) WO M SCALE 0 lip 1 ROWS). STRUCTURAL PLAN) 0 EACH ENE) OF SHEATHING PANEL EDGES AIIN 0 ALL SUP ORTS w/8d ALL SUPPORTS wl 8d SHEAR"WALL LI SEE DETAIL 4'-0" OF CA "INDEX" SHEATHING I/V 2x #2 SYP BLKN'G BTWN NAI S 0 4'o/c WALL. OKERS wl.1310' 11 ONTO DOUBLE PLATE 0 TOP (3) .1310" T E-NALS TOP CHORD or TOP > OE-NAILS 0 6"o/c TO FLOOR LEVEL WHICHEVER IS LESS. a OUTLOO R MAX OD U.N.O. HEADER PER STRUCTURAL ?x4 BLOCKING AT ALL ROOF �_�DROPPED TOP RD FROM BOTTOM OF SHOE PLATE ATTACHMENT OF PYST PL�S BILE /c OVERLAP IIATR MAXIMUM OUT-OF-PLUMB I TO CREATE MIN. 1 itTOLERANCE- )4' PER FOOT OR 2" PER OF WALL. WOOD-Tle ROD 5-1/2 PLAN OR BLOCKING #2 SYP DBL TRUSS LAYOUT SHEATHING PANEL EDGES WTHR KING-STUD ASSEMBLY CHO 2x'L" 0 R T` BRACING 4�-O' OF CABLE WALL. PER AT OPENINGS MAY SERVE WOOD TIE RI S VERTICAL MIN. (1) ROW OF 8d NAILS 0 TOP > /STI AS END POSTS AT F WEBS AS PEC ENGINEER. 2).�#2 SYP 2 x 6'o/c TO lur tAl. (3) .131x3" TOE-NAIL3 Co -WALL ENDS M'N.x2x4 I'SPF 0 MAX. 24"o/c w/ 3" NAILS 0 6'o/c FROM BRACING WALL EDGE NAILING PER INSTALL DBL 2x (2)MSTA24 W/(9)10d OUTL OKER-TO-TRUSS TO FB. ABSENT OF SPEC(S) ON T -NAILS PER D TO WALLS ONLY. APPLY SHEAR SHEAR CONVENTIONAL OVERERAMING CONSTRUCTION NOTES Li HOLD-DOWN AT EACH E+9],-. BLOCKING IN EACH END OF EACH TRUSS ENG., REFER TO 'EXT. WALL #2 SYP DOUBLE TOP >ASSEMBLY RAFTERS - USE 2x6 �2 SYP/SPF RAFTERS 0 24" 1 ATTACHED TO RIDGE VALLEY NAILER wl (3) .131x3" TOENAILS. E/STI MERE REQUIRED. 1 11 11 0 OF SHEAR-WALL,, PER 2" AX FIRST TWO STUD SLOPE TO MATCH ROOF PITCH. INTERMEDIATE SHEAR 2x YP "X' BRA LOC STUD SCHED.' ON STRUCTURAL VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3" NAILS. INTERMEDIATE FLOOR ASSOCIATED TABLE. SPACES. MATCH FASTENERS, PER DETAIL WAY AS SHOWN BELOW. EXTEND 'X" DRAWNG. USING WEB UENGTH/HEIGHT RAFTER CRIPPLES - 2x #2 SPF CRIPPLES @ 4- O/C (MAX HEIGHT = 6'-3"*). I LOW-CARBON STEEL SYSTEM-APPLICABLE ADJAC T 2x STUDS CONTINUOUS FROM FLOOR %BEAM ABOVE BRACES INWARD MIN. 5' FROM GABLE WALL AND I.L.O. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > TO MULTI-STORY A/ST1 TABLE. TYP. az FRAMIP PER RIDGE CRIPPLES - 2x4 #2 SPF @ 2' O/C (MAX HEIGHT COUPLER wl MIN. BUILDINGS ONLY. A CH TO 2x4 VERT 0 MID-POINT wl(3) .1 TRIPLE "L's/-rs' AS REQUIRED TO ASSEMBLY(0 OUTLOOKERS). SEE ............... THREAD E; *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE W/ 131XY NAILS 0 4!' O/C (MAX HEIGHT = NrAGEMENT TOP MEW OF NAILS FM EA SIDE OF "X- BRACING. MIN. (3) E MAINTAIN MAX a/c SPACING WH STRUCTURAL PLAN. SPECIEPI FROM PIT#2 SYP 4x4 POST VENLY EN *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE wl .131xY NAILS @ 4" O/C (MAX HEIGHT = ll'-2"), te WEBS EXCEED SPACING SHOWN ON STUD ICHEDULE. PMaEAM RACES PER CABLE END ROO. (OPTIONAL -COLUMNS TALLER THAN 10' OR N G;. IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131xY LOCATE AS REID) _>�IHOSE SUPPORTING ENGINEERED MAX "X* BRACE SPACING: B ED RO INTERMEDIATE SHEA R FASTENERS. PER SELL OF TRUSSES < PITCH - B'-OI TRUSS TOE-NAILS TO EACH TRUSS TOP CHORD. tWOOD-Tie RODS Y2"diu. IWOOD PRODUCT: USE PT#2 ONVENTIONAL RAFTERS/JOIST SHEAR CONNETOR SCHEDULE ON S-SHEIi 1/2' dia. MSTA 0 W/(24) 10d WOOD*TIe ROE NAILS NAILED TO PLATES < PITCH - W-I ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131xY TOENAILS.:;YP 6x6 POST. I ON A307 THREADED STEEL RODS U.N.O. 7/16- THICK (MIN.) APA- AND BLOCKING ON INSIDE I I. RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). (-ATR-) LOCATED AT WOOD*Tie ANCHORING RODS 1, 7 F/I jTRUCTURAL PLAN) TECO-RATED WALL SHEATHING. TRDTN'L IVITL CONNECTORS FACE OF L.L. MATCH NAIL SIZE/SPACING CORNERS, EACH SIDE OF NAIL RIDGE ENDS TO COMMON TRUSS @ ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) 131xY TOENAILS. EXTRA ROD RED, FOR SHEAR-WALL HOW DOWN IN HN 6', ADDITION TO ANY RODS USED FOR UPLIFT. DESIGNATED FOR WALL BELOW BRACE USSES BELOW OVERFRAMING wl PROPERLY ATTACHED APIA OR TECO RATED SHEATHING PER DETAIL A/STI. GABLE. BLOCK ALL PANEL EDGES. "INDEX" SHEATHING 1/2- FROM EDIATE AND Vo/c I WALLS) or I Z 2x4#2 SYP LATERAL BRACING -�-VALCONVF1103'-(IN-MUSS--INSTALLA-ITON-P-ACKAG FORVIWJ&Pg��%TLP,�FN. BOTTOM OF SHOE PLATE FOR SILL PLATE BALLOON FRAMED 4'o/c (INT. WALLS) w/(3) .1310 NAILS INTO EACH 1 MOISTURE PROTECTION AND TO SHEAR THEREAFTER. SEE DETAIL 1 BEAM TRUSS BOTTOM CHORD. MATCH BALLOON FRAMING MAY BE USED WITH PATTERN FOR PATTERN F 2x4 #2 SYP "CATS'@ TINUOUS I CONNECTORS ABU44 OR ABU66 W/(12) 16d CONNECT END OF LATERAL BRACE TO 2x #2 SYP CON OR CREATE MIN. I" OVERLAP ONTO F/STI FOR USE AT ENDS OF 8d COMMON HOLD-DOWNS EACH END OF EACH SHEAR-WALL SEGMENT BOTTOM CHORD OF CABLE TRUSS wl FROM TOP >OF ABOVE SPACING &LOCATION OF 11 EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SIN(BEL SPECIFIED SW(BEL 12"o/c ATTACHED TO DOUBLE PLATE 0 TOP OF WAi SEE TABLE FOR SHEAR WALL SEGMENTS. NAIL SPACING TOP MEW OF & ATIR OR (1) HTT16 & ATR. TOP >'S W/(4) 12d SHEAR-WALL ADJACENT*X" BRACING. FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN SHEAR-WALL TO ADJACENT, AT SHEATHIN TOP OUTSIDE FACE OF SHEATHING To APPROVED 11 (2) 1-12,5's. H5'S OR EQ. TINUOUS FROM THE CHORD OF INDICATE -COMMON NAILS lst-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS FRAMING MUST BE CON D CHORD OF INDICATE BE-FLUSH- W1 SLAB EDGE. FASTENERS AND DESIGNATION 1 11 FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. PARALLEL TRUSS. ADD .131 TRUSS CONNEC ATTACH TO EACH 2x STUDS CONTINUOUS FROM F GABLE SPACING. PANELFPANEL TRADITIONAL WOOD-TTe TRADITIONAL WOOD-T]. x 3" NAILS FROM TRUSS BC ADJACENT TRUS FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY w/ ADJACENT. AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO s W/ EDGES I FIELD HARDWARE ROOS HARDWARE RODS 11 1 I I.,` 3" TOENAILS 0 6'o/c & UNDERSIDE OF THE OUTLOOKERS ABOVE. LF A �,�3 COMMON PLS To' OF GABLE TRUSS. SEE O.13lx El FHER TOP >- MATCH EDGE SW SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSlt'.ACROSS WALL SEGMENTS > FASTEN STUD STRUCTURAL PLAN- MSTA12 STRAPS 0 48'o/c OR LIP4 CABLE TRUSS IS USED, IT MAY BE APPLIED TO NAILING PATTERN FOR EIILS. ENCLOSED TOGETHER PER DETAIL 6-a/o 12-D/c NONE REID. WALL 15' LONG: NONE FLOOR SYSTEM 15' LONG. NONE SPECIFIED SHEAR-WALL. 2x SEGMENTS <1V LOI (1) REID. WALL HEADER OR STUD REID. WALL PLATES 0 32"o/c, ED TO EACH STUD WTH (3) .131 X 3- if THE INSIDE OF THE WALL STUDS AND THE B.C. X C) TO SIMPSON -AT- (ACRYLIC TIE) D-ST1. T MATCH OR EXCEED ENG. TRUSS \/X 2-PART EPDXY. INSTALLED LENGHT OF SHEAR-WALL. PARTIALLY HTT16 OR (1) PHD2 SEGMENTS 15' COLUMN BELOW w/ SEGMENTS < 15' MID IHE T.C. TO THE TOP PLATES wl .],)I A ENG. TRUSS ENG. TR < LW "dia LONG: (1) 3" 0 4'o/c IN (2) STAGGERED ROWS. *4 PER MANUFACTURER'S MONOLITHIC-STYLE I st FLOOR --CLOSED INSTRUCTIONS. 16"o/c 8"O/C 4G: (1))2( Vdia BOTTOM CHORD OF CABLE TRUSS MAY BE SHEAR-WALL CO STRUCT t FOUNDATION SHOWN HULU-UQWN Al I WOOD*Tle ROD WOOD*Tle ROD FLAT, 5 OPED, OR COMBINATION THEREOF. IN ON. EITH 'dia 0 ALL INSTANCES: VERTICAL WALL FRAMING MUST 32" FROM FASCIA OR BOTH SIDE(S) MAY BE Ld SHEET ST2 FOR (1)Y2 IF 1st OUTILOOKER IS PER SPECIFICATION. EIT PER SPECIFICATI FOR CLARITY. SEE F CITING (SEE SW2 (1) HTT16 OR (1) PHD2 (2) CS'li ACROSS (1))�"dlo OR BOTH SIDE(S) MAY APPROVED FOUNDATI 12 a/c WOOD*Tle ROD FLOOR SYSTEM TO WOOD-Tie ROD SIZE) PLATES IMMEDIATELY ADJACENT, AND EATHED. 11 FOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP SH + ENCLOSED 4 a/c EDGE OF 2x NEED NOT BOARD, DOUBLE list SHEATHED. BE FLUSH WTH EDGE On HEADER OR STUD TYPES/STYLES. CONNECTED TO. BOTTOM CHORD ABOVE. 00 COL BELOW W/ Ist 1ARTIALLY OF TOP >. F-F FLOOR HOLD-DOWN THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A CLOSED 4"o/c 8"O/c, N AT BASE SHIiAR-WALIL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA -Tle 'dia WOOD-Tie CHANGE IN PLATE HEIGHT (1) HTT22 OR (1) PHD6 5's'ACROSS I % 4 FRAMING DETAIL U.NO. AN ENGINEERED TRUSS, AND MAY BE USED 1.1-0. FRAMING THE AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE MIN. 2- EDGE Swi Wdlu WOOD (3) CS1 0 E D ROD NOT TO SCALE NOTTO SCALE SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL OUS TO THE UNDERSIDE OF THE HORIZONTAL TIONAL DISTANCE SEE SILL PL SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3 a/c 12 a/c RO (MATCH HTY22 FLOOR SYSTEM TO (MATCH H IT22 TYPICAL GABLE—END FRAMING DETAIL U.N.O. HEATHING THIS DETAIL IS NOT APPLICABLE WHEN CONVEN SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SROOV FRA�ING IS USED. - ROOF FRAMING IS USED. S-SHEET(S) FOR SILL>-TO-FOUNDATION EMBED./EDGE DIST.) HEADER OR STUD @ I ACHORAGE WHEN USING WOOD-rie RODS. w/ 3"x3"xY4" coL BELOW w/ ISE EMB NOT TO SCALE ED./EDGE DIST.) V) PAR TIALLY ROUND-HOLE WASHEF.FLOOR HOLD-DOWN FOR ADDITIONAL INFORMAT10N AND DETAILS W1 3'X3Xy4" SEE TRUSS ENGINEERING OPTION M OPTIO ENCLOSED 3"0/. ATBASE ROUND-HOLE ON CONSTRUCTING A GYPSUM CLN'G DETAILS FO WASHER R MAXIMUM a/c INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR-WALLS RUNNIN I 1 DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. NPAMEL TO TRUSS ABOVE & SPECIFICATIONS EXTEND HEADER TO KING STUDS MIN. (15) Bd NAILS EACH END OF EACH STRAP. 1338 &ESR 1046 "GYPSUM BOARD NOT TO SCALE SEE '91 and BCSI 1-03 INTERIOR & EXTERIOR APPLICATIOI NOTES, 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWA13LE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL ALL UNDER-EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED MATCH EDGE NALING KING STUDS PER STRUCTURAL (D BE EITHER VINYL SOFFIT WOOD [RUSS HANDLING, SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. PLAN. EXTEND ONE KING TO TOP PATTERN FOR ROOF/FLOOR SHEATHING x #2 SYP NAILER TO TIONS GREATER THAN 12"x-12' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL, RATED &INSTALLED INSTALLATION AND BRACING SPECIFIED SIN(BEL 2) OPENINGS AND/Ol? PENETRA OF HEADER, INSTALL REMAINING FOR THE APPLICABLE DESIGN CTIONS. 8 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP 3) TOP > SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. KING STUDS AS JACK STUDS AND HEADER PER STRUCTURAL PLAN. AT SHEATHIN TOP W/ IOM COMMD F d ON 0 3"o/c. MIW 7/16" THICK WALL WINDOWS -NAILS PER END. 4 AT LOCATIONS WHERE MIN. SPECIFIED TOP >OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF>) CENTFRED ON PRESSURES FOR THE SPECIFIC TINUOUS BRACING STRAP EACH JACK TO HEADER ON CHORD OF INDICATED 16" PROVIDE FULL ED w/(2) .1310" TOE EACH SPLICE. 4 ........ THICK (MIN.)(24/16 SHEATHING OR STRUCTURAL HEADER. ADJACEN T TO APPLICATION, Qj %' THICK lx4 SYP CON UNbHt:AlHtU SIDE wl(1) MSTA2 TRUSS CONNECTION. BLOCKING BETWEE JOIST/ CN w/(2) 10d TO EACH TRUSS. 7/16 (MIN.) APA- OR TECO-RATED OP >- PER CALL OUT R-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING w/13*/Vo/c 00 NO F SPLICE - OVERLAP PER PLY. F_ SHEET-SIDING wl(1) ROW OF 8d SPH4-6-8 CONNECTORS 5) OR IIKUZ)�)tt) AI ISE l:3IUI( T SPAN INDEX) APA- OR SHEAR-WAILLON STRUCTURAL PLAN. I I G. B TECO-RATED WALL NAILS 0 3*o/c AT TOP OF MAX 0 TOP >-TO-HEADER 0 SHEAR-WALLS NTH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED TO 12' FOR 1/2"dia AND 15' FOR 5/8"dic RODS. 6d NALN LO(K ALL JOINTS MIN. (2) TRUSSES. �:1: I SHEATHING TO BLOCKING T/ / / ENO. TRUSS SHEATHING wl 3*o/c Bd SHTN'G (IN TO TOP >) AND AT MAX. 32'o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EGG EXTEND BRACING TO END OR NAILING. BLOCK ALL ACED WALLS ATTACH. DESIGN RW 16' MIN. FOR I STORY w/Bd NAILS 0 BOTTOM OF SHTN'G (IN TO HDR ABOVE. REFER TO DETAIL W/STI FOR OPITONS.. 24" MIN. FOR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL ItBLOCKING TO TO NO ADDITIONAL >-TO-HEADER FASTEN SHEATHING TO HEADER W/ w/0.131"x3' TOE TO NAILER W/8d Ball NAILS IN 3' GRID PATTERN AS EDGES w/2x BLOCKING- CONNECTORS REID w/ TRUSS COMMON 0 3"o/c.— -O/C IN (2) STAGGER DRAFT RW .131.3' TOE- OR TYPICAL SHEAR—WALL ASSEMBLY DETAIL SHOWN & 3"o/c INTO ALL FRAMING SHEAR-WALL- CONSTRUCT 4 MEMEBERS STUD U NS AS END-NAILS 0 KING-STUD PUFTS ,000it FOR HIGHER I I i 17"t, Rd COOLER PER SPECIFICATION. ROWS.NOT TO SCALE SPECIFIED ON STRUCTURAL PLAN. TO HEADER. 2x6 HDR. LF CONTINUOUS BRACING IS FASTEN TOP P SILLS) (Typ�. IF THE INDICATED F EMBEDDED STRAPS ARE TO TOP >!S W1 8d SIDE OF WALL OF BOTTOM WALL USE (6) NAILS, 2x8 & DRYWALL SCREWS. CHECKED LAP NAILS OR #6. I-Y�:' ATE TO ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP >0 1 APPLJED fO THE BOTTOM OF THE HEADER W1(2) RO NOTPROPERLY COMMON 0 3"o/c. CHORD NAILER. Z�INDOW HEAD APPLICABLE UNLT 2XIO HDRS. USE (9) BOTTOM CHORD (AND, OF 16d NAILS 0 3"o/c .131x3" TOE- OR I NAILS, 2xl2 & ENO. S MAY B&I (TYP). INTERMEDIATE(NON-CORNER) CAST-IN-PLACE AT I -NAJLS 0 KING-STUD WHEN WINDOW DOESN'T ATTACH -Tie ROD ADJACENT TO I SUBSEQUENTLY, THE GYPSUM CLN'G SCALE N.T.S. END (1) WOOD BRACED BY EITHER METHOD DIRECTLY TO HEADER. SEE TABLE WOOD HDRS. USE (12) IS ATTA HED TO THE BRACING PORTAL FRAME DETAIL. MATCH FOUNDATION POUR, TO HEADER. 2x6 HDR. USE STUD POST IF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING CAL SEE STRUCTURAL P THIS DETAIL PROVIDES Al ALTERNATIVE METHOD OF ATTACHING A TRUSS_TQ_>CONNECTOR: NAILS.. TYPi THEY MAY BE (SHOWN AT RIGHT)OR THE RIGID JACK STUDS PER MAX. FOR ITIONAL INFORMATION, REPLACED SEE TRUSS SCHEDULE FQR� (6) NAILS, 2x8 & 2x1O SIZE & CONNECTION,_ RATHER THAN DIRECTLY TO THE CONVENTIONAL LUMBER (2x8. 2xlO, TOP PLATE MAY BE NOTCHED TO SHFAR-WALL TO A HOR14ONTAL(ROOF OR FLOOR) DIAPHRAGM VIA TRUSS) THE MAXIMUM a/c SPACING STRUCIURAL HORS. USE(9) NAILS, 2x12 2xl2, ETC). (1) WOOD-TIE ROD ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT HEIGHT CONNECTORS, ETC. AN ENGINEERED TRUSS, 4ND MAY BE USED I.L.O. FRAMING THE D A, 3.11.2012 SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL -------- (1) MSTA-SERIES STRAP LEFT). STRAP TO HEADER ON i & END. WOOD HORS. USE 0 EACH JACK-STUD TO ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT(1) 20 #2 SPF OF THE BRACING IS 24 TYPE(DTL A/STI) UNSHEATHED SIDE wl FO A PANEL SPLICE (if needed). EMBEDDED STRAPS SHEA' MUST BE INSTALLED wl ROC N -AD HEADER, 2xB HDR. USE AIL PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF STUDS / SHEAR I WM.�, &-CHORING RODS, PER-/ INTERMEDIATE WINDOW HE' THING. THIS DETAIL 19 NOT APPLICABLE MEN CONVENTIONAL NALL DETAIL B/ST1, EACH SIDE OF APPLICABLE w/DETACHI 12' STRAPS, 2x8 &2x1O (LSI, LVL, PSL, ETC.) T TOP >. IN GYPSUM CLN'G DIAPHRAGM METHO CONTINUOUS WOOD UJINCING METHOD (1) MSTA24 PER PLY. PANEL EDGE SHALL BE BLOCKED, FRAMING PER PLAN ADDIIION, (1) WOOD-Ve ROD SHOULD 121 OCCUR W IHIN 4,+ Or ADDITIONAL PC. OF#4 EACH OPENING, WITHIN 2- OF TRANSOM(S) ONLY. SEE TABLE HDRS. USE 18- STRAPS, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN PER SIMPSON ENG. WOOD HDRS. 7/16- THICK (MIN.) (24/16 SPAN MID-HEIGHT OF WALL OPTION J4 'J�T DETAILS 2x12 � _>1 J3 -/KING-STUD ASSEMBLY. USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) '%R�WALLS RUNNING tJACK FOR SIZE & CONNECTION(S). USE 24' STRAPS. PORCH BEAM AND (1) MSTA24 SHOULD �ji, IN�.H(UL;IIUN�1. INTERIOR OR EX; ATTACHED TO (1) SIDE OF EACH INDEX) APA- OR TECO-RATED INTERIOR SHEAR-WALLS JUNNING PARALLEL TO TRUSS ABOVE > CENTERED ON THE JOINT. WALL SHEATHING. BLOCK ALL —16" MIN. FOR I STORY PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR 1: gineer: 24" MIN. FOR 2 STORY VERTICAL WEB 6' TO V-13'. JACK- & KING-STI -6-8 CONNECTOR W/ BEW ALLOUT ON 0 SINGLE JACK-STUD TO PER C (1) SPH4 NOT TO SCALE 2x BLOCKING. HORIZONTAL 11,r E TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS L STRUCTURAL PLAN. HOE >. USE (1) LTT20B APPLICATION REQ'D w/STUCCO 1/2* dia. ANCHOR BOLTS IN PROPER PORCH BEAM MAY BE N TGHI I I 0 DOUBLE JACK-STUDS TO AROUND TOP PLATE PROVIDED EXT. FI ISH. W/7" MIN. EMBEDMENT & WITH -Fro WINDOW SILL - SEE TA WASHER(TYP). CURB WALL- FLOOR '(2;:) F L LE 10� FOUNDATION. USE (1) ESP), 2) STHD14- EMBEDED r THE TOTAL DEPTH OF THE tSIZE & CONNECTION(S) x2'x3/15 PLACE SHEATHING STRAPS 14" IN- 2x4 RIBBON BOA�D HTT16 0 TRIPLE (OR MORE) BEAM IS > UNLESS 3ply 2x( ) #2 SYP "EMBEDMENT UNE' INTERMEDIATE SHEAR JACK-STUDS TO NOTED ON THE STRUCTURAL FOR FLOOR AND 0 -�-:I-GA,Licen FOUND flON. LIT SE PT SILL>. FASTENERS, PER SILL> WINDOW(S) AND AT BASE OF CURB SHEATHING STHD14EI WHEt TED FOUNDATION. L I Licen o.22978 SHEAR CONNECTOR SCHEDULE -_ ---Z- �+ - SHEET. AT A CURB WALL (DTIL WALL. TRUSS TOP CHORD OOR(S) SHALL m----r ATTACHMENT. LOOR x INTERMEDIATE 2/ST2) AND BEGIN This dra%ving not v IvrihqutTeised TRUSS APPROPRIATE L 1 ON S-SHEET(S). TTACHED TO I OF TR SS '7-'\ 'seal AND signed in BLUE /-ANCHOR BOLTS PER ITRUSS BEARING HEEL/END VERTICAL FRAMING MEMBERS \—NAIL POST TO PORCH 'EMBEDMENT" AT 13ASE OF DETAIL A/STI, TYP. HEADER W1(1) ROW OF IN ACCORDANCE 1-7' -A NTH REID PLACEMENT ��ib �'Lei Blvd. APPILICABLE .131x3" NAILS 0 2" O/C. OF OPTIONAL(I.L.O. FOUNADTION PER STRUCTURAL PLAN. WALL FRAMING 10d 0 6"o/c FROM CONT. 00 N. PQnoe D( I'SYSTEM INSTRUCTIONS STHD14's) HTT5`s 2x4 TO 2x4 BLOCKING St.AugustiIrt' , FL'32084 e DIRECTIONS. MANUFACTURER'S L PORTAL FRAME DETAIL (904)824-0806 HORIZONTAL 2x4 SPF#2 2x #2 SYP TOP > (2) ROWS OF .131 x NOT TO SCALE IBLOCKING BTWN TRUSS MLQ0D*I1e NCHI RODS TRADITIONAL MEIAL CONNECTORS ROI R SHEATHING PLAN MEW OF CORNER 3" NAILS 0 6"o/c STRUCTURAL SHEET SHEET -EXTERIOR HAILL-OPIENING HrAIFR OR SILL 120 UP-11.EXPOSURE El. THICK (MIN.) TRUSI TOP CHORD PORCH BEAM, SEE I G MINIMUM SIZE. F APA- OR —/' I SEE STRUCTURAL PLAN. IDETAIL NO w/ MAXiMUM SPAH/GPENIN FOR STUD SIZE/SPACING 'OR 6'/6"o/c 8d NAILING. BLOCK HEEL PR END REQ'D AT ALL UNSUPPORTED PANEL ED�ES VERTICAL OF TRUSS 0,FN WA-IL HEIGHT CUINECTIN REQUIRED REQUIREMENTS, CONTINUOUS 2x1,SPF #2 IN 2x CHIMNEY FR MING 74L 11' 12' A (3) .131x3' NAILS TO EACH 40, 2,SPf 8' W/2x BLOCKING. — STUD POST- NUMBER OF PLYS TO PORCH HEADER E STUD TRUSS VERTICAL & 0 6-o/c, 1-2: TABLE FOR SIZ SPECIES 5 4'-10' -0.131 X 3"TOE NALS 1 MIN. 7/16- THICK,(24/16 SPAN MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING .131x3" NAILS TO It6-0.131 X 3'TOE AILS AND GRADE TO MATCH WALL STUDS -RATED WALL INILIKIVItUlAll, BLOCKING. ADD INDEX) APA OR TECD &MAX. o/c SPACING NAILS 0 6'o/c TO TOP OF TOP SHEATH CHIMNEY wl 5/16" SHEATHING ATTACHED TO FRAMING UNLESS NOTED OTHERWISE ON I USE OVERALL CHIMNEY>ASSEMBLY& TO TOP OF HARDIE wl 6"/6' Bid OR (1) MSTA18 STRAP Wit(7) T-2' 7-9"' V-5' 7'-1 6-0.131 x 3'TOE NAILS 11� MEMBERS & BLOII 0 ALL STRUCTURAL PLAN. CONNECT PLYS PORCH HEADER ASSEMBLY. 7/16- APA RATED PLYWOOD HEIGHT FOR >HEIGHT. IOd/FND 0 UNSUPPORTED PPEL EDGES 2-2X6 12�4" If'-3" W-O" 10'-6" 2-A35'S W/8dXI NAL: 2-ply 2x's AT CORNERS. NAILING PER CALL TABLE ON 2x4 MAYBE OMITTED IF(1) PER DETAIL D/ST1, EA. SPLICE(CONT. EXTERIOR WALL DETAIL F/ST1 ORALL OUT ON MSTA18 IS USED FROM TIED DOWN USING STRUCTURI PLAN. .0 BLOCK ACROSS EA. EXTERIOR WAUL-OPENIN�HEADER OR S11-120 MPH.EXPOSRE C EXTERIOR 11ALL-CIPENINIG HEADER OR SILL 110 1 ILA TRUSS) CONVENTIONAL STRAPPING, REFER TO THE IF THE HOUSE IS -12' a/c. 13d Iwl 6" of 4 (1) MTS12 OR (1) MSTA18 MAXIMILIM SPAN/01PENIN,FOR 'PEI-II Ft]IR I MEMBER MAXIMUM S AN/L STRUCTURAL SHEET AND DETAIL N 2x4#2 SYP BLOCKING BETWEEN STRAP FOR A SQUARE MEMO R CONNECTION REQUIRED /ST1 FOR �NECNOIN REQUMED GIVEN WALL HEIGHT REQ'D AT ENDS REO�D AT ENDS N DETAILS. TRUSSES BELOW CHIMNEY WALLS 'S OR CHIMNEY& (2) HTS20 TRUSS-Tg-> tCONNECTOR: 2.SIFF NO.2.SPF (4) .13lx3" TOE/END NAILS WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APP�OVED MATERIAL HA N EQUAL OR 11, 12' 12' (2) MSTA24S FOR A SEE TRLI SCHEDULE FOR DOUBLE TOP >OF WALL NEE OF I U U AT EACH END OF BLOCKING TO -2X4 4-0.13t X 3' r0E NAILS 1-2X4 4*-2' T-8 S-4" X-0' 2*-9" �0.131 Y TOE NAiLS ETTER RESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMEN(A ON TOP CHORD OF TRUSS OR RAFTER. CORNER OF CHIMNEY TO 4 T-1 0131 X 3'WE NAILS 2-2X4 6'-2" 5'-6" 5'-0' 4'-6" V-2' X Y TO'NAILS AT CORNERS OF RECTANGULAR R FTER/TRUSS TOP CHORD STUDS�/SHEAR WALL 0PT19gj5 INSTALL WALL SHEATHING PANELS OR 2x4 BLOCKING BELO . FRAMING SEE STRU TURAL PLAN. 6'-2- 5-6- C IMNEYS, USE 2x8 (I.L.O. 2x4) &--0.131 x 3, cE tIA 1-2X6 4!-6" 4'-2" x Y TaE nA;LS WITH LONG AXIS (W LENGTH) -2X6 7 INTERIOR OR EXTERIOR -WALLS RUNNING I wl(8) NAILS/END (I.L.O. (4' 7'-1 W-10- NAILS). 9,-6" 8,-6" A35S'ei NAI-ILS -6' Y-7 S W/8dXI r NA'V PERPENDI ULAR TO TRUSSES A13OVE HORIZONTAL AT 24"o/c TRUSS END-VERTICALS -OR- BLOCK W1 2x Ir SLI 1AC1 To , P S1 "U, L 24 LA A AP P 0 00 T1I CATED FIR MING TO PROVIDE MAX. 16-o/c A CHIMNEY FRAMING DUAL TRUSS TOP CHORD OR R SIDE MEW SCALE TYPICAL OPENING FRAMING DETAIL U.N.O. WALL DETAIL SHEAR—WALL BRACING DETAILS SU PORCH CEILING SHEATHING DETAIL (TYP) NOT TO SCALE NOT TO NOT TO SCALE NOT TO SCALE NOT TOSCALE (SDT, t i ! � 1 � I � I I , t I I I I I I � , , 11 . ! I I I � i I � � ,� : � I I I I I . � I I I i I I :I 1, �I I I I 11 i I I I � � � � I I I . I I �1 4 t � t i , I I I i ;�I I 1� I I I � : I � I I d � � it , I � ! I I I I t � i I I I I I t I �j �: I I �I :I 1 : � , I I � I � I � 'I I I� [I!� 1 1: I � i I I I � I �, 1 i I . 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I I . - -ll� -------------_ -.---.---- .- �, : � �:,! �,� I I !I I �1, � � I I - I I � I 1 4 � I, , I I THIS DOCUMENT, ALONG WITH 11 I I I 1, , , : , , i � � 4 i _7 :1 : ! I � !I' I I �t t � I � ,� I � � : i� I �,� :! 1 1 I�, I 1: I : 1 I I I � , � I I I I t ;:i :� I I I I I S E ST1 FOR VERTICAL WALL CONNECTION. i , � � � � I �11", I I; � : i � , ! :: , 1 1 � : , � t tr I ; :I I I I I; ! I !�, i,I I I I � � ASSOCIATED DOCUMENTS, IS AN , I � I , I -1� . I r , , � I i, I I � � � I I I j :: I 1 1 1 : t #5 HORIZONTAL. I I , I , . � , I I I it : I I .i I . � �� i 1 4" CONC SLAB W/ 6X6X1O/10 WWF I .;1�h.. I I :I I� � I � I I t � � I I i I t � � � I I I � 1 7 : � :i: ,1 I! I I : �I i ii I I INSTRUMENT OF ENGINEER'S ,i,�, I I � I� , I I ,,"�� I � i I I � � I I I I I i I I I I , I - OVER 6 MIL VAPOR BARRIER OVER I � I , " � , ��, ," I I � � I I I I I I �� I " I 1! I . ��-, I , I � - , , ,�[ �: i I I I,, , '�,_�� , I" 1�� -11 1-1 I : 'I � 1, I i i I I � � - SEE ST1 I �i � I , " I' I 1:��I I � I I 11 1 � i I � : FOR VERTICAL WALL CONNECTION. / SERVICE FOR THE EXCLUSIVE USE I . S I � 11 , (TYP. VERTICAL REINFORCEMENT): . , I I I � I I , i , I , I : � ! I I � __ - -i CLEAN, WELL COMPACTED, TREATED FILL I - �:1 I.-1 I I I I I ,�i, I 1 � I � ,k TITLED HEREIN. I 11 � � . , 1i " I I I , . � . � ! - � � 11 I AT THE PROJECT I I I J� , � � - , , I �,�ti I il�ti ll 1 1 1� I, , I :� - .I � I . . 11 I � . #5 HORIZONTAL. ,", I i. , �� ,� 1, �,� I 'i li,i Ir 3 I i� `�il� I I t ;i� 1 k �� ! � I�, I �I T, I � 4" CONC SLAB W/ 6X6X1O/10 WWF MAY BE USED I 1 #5 DOWELS @ CORNERS & 24"o/c , �_ I'l,' I I 11 ; I I � I i I ll� I � 1 li� , [I I I , '' � 1 , ,1 1, �, � 11 , �, , , . I -11 3 " , 1: ." " 1� � l� ![ I ,I : , ,�,,,, � I, I 1, 1:1 I � I OVER 6 MIL VAPOR BARRIER OVER AS . 1, it,, ,I I I 1 7 -_ NFORMATION DERIVED FROM THIS i , ":1 1 1 1 1i I 1� I I BRICK LEDG_ I I!,i 1 I g,�h I � 1� i� I , i i I:I � ��: /,- 1 #5 HORIZ. 6" FROM END I I I I I � I�'11 I I: � � �1 ,it 1 �I i I ALL DOWELS @ TOP & BOTTOM, " ' MIN. VERTICALS. OR ASSOCIATED �i , k , � i :� I I;, Il W� I i� ; k : i I 11 I ' ] I �, li�i I �� :!! 11,� I I I CLEAN, W�Ll_ COMPACTED, TREATED FILL 1 48 OF (TYP. VERTICAL REINFORCEMENT): #5 DOWELS ' I I I � I I I I ! 1: - I I I I r �� : � t 1 I 1 !�, t , 1 < -1 1 1 = (1) #4 REBAR CONT. 19 HEADER COURSE It I I I 11TI i 11;1� ` ii;I �� : I I i ........-L SLOPE GRADE DOCUMEN S, MAY NOT BE USED 1. i 11 1 i�' � � �� : 1,i i ;� ; :� 2� SLOPE >_ - I - 6 1 � I I i I � I I _1= EMBED MINIMUM 6" INTO FOOTING @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" FOR OTHER WORK(S) OR I 11 I I jili it it i 1 I , m -I x ,: I� : ! I I ! - - I I I I 11 I j: 1 3 . I I = :2 GRADE DIMENSIONS ARE I a, .. 1 /48" INTO SLAB (GROUT ALL CELLS ALL DOWELS @ TOP & 72" PROJECT(S) WITHOUT THE t � I I i ; I I, I _==I I 1 17---7 , 1 ��, , !;' ,� i I I I I t I 0 0 D� - I � I 1, I I 1 C14 - MIN. DISTANCES 5-- 11 � , 1 I I ! % :�, � I I I I > SOLID) VERTICALS. i i : I: t !1 I t �i I � ,� � . I I I ; I �I � I I ! �i l 1� �,i' : �i I x E210" / BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. i : � I : , � I � , , I I 1: I � 1 1� I I U) = : t 61, I DIMENSIONS ) #5 VERTICALS = =;;= _1 . .1 / 72" INTO SLAB (GROUT ALL CELLS SOLID) I it I 11 . 1 I It "I � � �� i 11 I i I ; I - I-- �I I F�El I II_ :zm THE PROJECT ENGINEER I il � it I i � � 1 ,�� I I I� 1 I ! �� . I t 1 I ; Z= - r - CLEAN COMPACTED .1 � MIN. DISTANCES I - - 11 I :,I!I � 1, : I I ! I I m - I I - - 2 STORY 4" O/C I I I , : i , � I I I � � (�-�____I I 1 @2 1 t I I . I � AND FILL , - . , � I - 11 . � I :�: 1,i I I I I ; � I Qo I . I . 0 S - � I 1 : I : � 1 I 4 ,, I . - - - I I I!� ��i I::: � I, 1 , I : � I I: I i �i � I L__ 1: � . 2 I �1 i:1 : : , . i i � �p Z :� . � , .. ,I I ; I I- � , i I ; t I , �= . I � �, ; I - - it - -\\ .- -_,_ - _,i_ - - - I , I I I , MIN I I- - - , , . 1 " REV DESCRIPTION , . Ill i, : ,i � I I I I, I I I I il,� -1 I 4 I I I � � 12, ,I � I I . i ** EMBEDDED STRAPS 5i 1 __1 I I - -_ - - 11 :i �: !, � , , I . I I : �, V -I . :� , � �1 : 1 STOR ,' =7��=_�= � �,-K--- , EXPRESS WRITTEN PERMISSION OF � I 2 r I Ill , I I I =F \ .5 VFRTICAIS 0 oh- SPACINn I I 1: ILL � �, :1 ; ! i : I 4 I \�* (TYP. HORIZONTAL I I � 1,1 I I � I i I I I � . � . I!I -= ' � I I - I I �� : . i � I I I I . TO 1 24"o/c - I 1, � W/O BRICK MUST BE INSTALLED w/ 7 2 COURSES: - - I I � ,I � I l � :�; III � 1 : I IIII-I ll�ILIII (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 -11 - -_ - -1 - -1 I 1� I I t I : I - � - 1 - I i :11 I I 1 - - - - I - : Il, 1�t I i I t , .I � � ADDITIONAL PIECE OF #4 � _-, � REINFORCEMENT): (2) COMPACT 12 < 13-1/2 COURSES: 16"O/C � - - - - 6 - zi, � , 1 I __ ,,, ) I ! 51 i i j i I . I I - I lv �i i :! I ; I i; � I !I ! 1 ! 1 ! GRADE _< -_R SIMPSON -1111-_ I I I LEII I CORNE Wl.7(MW11) LONGITUDINAL -- I -_--- 11 (m ., I I 11 I %, I I ! Iit � � i 1 I 3 W/ BRICK REBAR PI ::: I LIF 1. -1/2 < 15 COURSES: 8"o/c I I � I I :� i I , � I [ I t I � i I I (TYP.) DOWELS Q TOP & BOTTOM, EMBED MINIMUM 6" 13 t I -_ - � . :11 1� � I,� I I 1: � I I t : INSTRUCTIONS. ** WIRES SPACED @ 16" O/C. 11 -1 I - I i I, : I I I I - -_ ��i I � ': i � I�i I � i I � 1 i I I I i I I INTO FOOTING /12" INTO SLAB (GROUT ALL ' 11 I- - I- � I . 1� I I �,i� � , !: 1. , , I I PROVIDE HORIZONTAL - - I I I I I � , � 1� I'l � i I I I ! �� e , I I t I � ELLS SOLID) 1 8" CMUj FILL ALL CELLS SOLID. - -- j,z ,� i I I � I I I I I : I � 1 , t , I i * MAX. STEMWALL HEIGHT: (5) > I ! ,� �.j I � t "� i� I I I � : i I I STORY FOOTING SIZE REINFORCEMENT WITHIN 16" .. - - - - - I - - 3 - : ; I I " ''I I , it !,,,:' ! ; � � i I I I � �� , I I 1 STORY FOOTING SIZE w/ 3,000ps! GROUT. 1 1 --I 1 !--I 1 1- I I I il I I I I I, , I I 11 , I j�], t 1,1 1 � � �I I � � I W/O BRICK 12- WIDE W/ (2)#4 OR (2)#5 CONT. I 1- I � � �,,.", I � �, I 11 i � � : i . 8" COURSES. FOR WALLS > 1 I 11 1 I I � W/O BRICK 16"x`10" W/ (2)#5 CONT. OR (2) #4 1�1 - I I �: �j, 1 " �� I I ��: 1 � I I I � I I I I I, W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 11 ;� �I � I i' : ,:1 1 1 �� I � I I � I I I I I I I I I W1 BRICK 20'xlO" W1 (2)#5 CONT. OR (3) #, MASONRY STEM WALL. 11 4 - I., i I "I � 11, . I � � t i I I I �1 1 V I . I I , 11� :� I ;� I � I : - I I 1 11 I 1: I 11 , 1 1 1 1 � I I I I I (5) 8" COURSES HIGH USE A= 11 - - I - IN 12" (MAX.) LIFTS. ______ - -_- I I I 1-1 I ��i� ,, , I "� I I : "I I � I c � I I t : 2 STORY - ill � - : � � ; I ;I i� ", I 1 Ili i I I I DETAIL 1A/ST2 OR 1B/ST2 2 STORY I I I I I -1 I I LAP ALL REINFORCEMENT MINIMUM 40 --- � � I t I I I � , I I I - WIDE W/ (2)#5 CONT. OR (3) - - I I, I I �� ,� �,�, I 1, :; I t I I . ,; . :� I 1 I I , WIO BRICK 16 1 - - - - I I I , , , �'.I I � , ,i i i I � I � I 1 #4 - lill,k- - I I , � �_,.�, Ii ii,�' ,I �I I I i � 1 , �I t i I W/ BRICK 24- WIDE (INCLUDING LEDGE) W/ (1-5)#5 OR (4) #4 DEPENDING ON WALL HEIGHT. W/O BRICK 20- W/ �%5 CONT. OR �3 #, 8" CMU; GROUT ALL CELLS 11 DIAMETERS AT ALL JOINTS. __ - - I t, I I 11 I ' I i 1, I � I 11 , ,rhe � I I I ! ' 'I , , !!! " I I - #5 HORIZ. NEAR MID-HEIGHT. -_ I !I, ; I � :�, !: I I : �: I I I 1 1 , _.. I X10" > - I "I 1% ,I I I 11 I I I I 11 �1 I I - I --I 11 I I " � I ki,:t i I I t � : I i I __ If I I ., 111, � lj I I : i - - I ! :, � �, I i i - .I i I I � ,� i I I 4- 1 -_ I I-- I 'I'' I I ,' i "�' � �,11 I I I I ; 1 1 ,:, � : I I . I � I� I : I I �I , TYPICAL FOUNDATION DETAIL . TYPICAL FOUNDATION DETAIL - I 1-1 I I- - 11 %__1 ASTILL0 I . I If I " � i : , I',,, :, I 4!t I ! . : I I� i : I ! I I ! I ! W/ BRICK 24,' 10 #5 CONT. OR 4� #1 SOLID. MAX. (10) COURSES. i � I I � ! I *- " 't i I I �I ! � � : � : t I - . I I- 11 I �� ; , � �!, � I ,� I I I I , I If i I � �11 I I 1-1 (TYP. HORIZONTAL ; I � I �! � I : I I"I, Ili ! ! I I I i MPACT - - -- 11 - --#5 HORIZ. @ EACH I I I � I I : : I I I , � I I I -T-- - -- -4th COURSE I )� I I . - - � N ! i ! ,t i � I � 1 I I I t t t 1 I � I I 1 � � � G NOTTO SCALE G NOT TO SCALE I REINFORCEMENT): (2) , � I , � �, I � 11 I � I-i'l I i : ! � I i I ! I IN 12" (MAX.) LIFTS. � 11 I : i� I I I f ,i : ;�I � I =lt,t= I 1� I I iI: I ! � : - - I = -1 I I I � Ii � � Group ' ' , I ; I J � ; I Wl.7(MW11) LONGITUDINAL - I � t , I i I -- -1 i I I I I i , : I � : �l ! �i , 1 � :�I (� I i : I I I - - R I I 1-1 I I- 1 �t , : , I I i :;1 1 1 li I i -,,----7 - - -1 I I :� I I i ,�l I � I t � IT - - -1 I 1_=:: . , : � I i �I . � I i I WIRES SPACED @ 16" O/C. Ali'l-i&C,p-d.. % , I, --- - I � 1 � ! I, I I 11 I - .17 - D FOOTING SEE DETAIL BELOW R I I .I �� i , I � I I I PROVIDE HORIZONTAL 11 � ; 1. I I : :: ! I � I I I I 1 I " EMBEDDED I , - - �� I I I �i I I I i I l I SEE ST1 FOR VERTICAL WALL CONNECTION. Desioners il I . 11 li, I 1, I, I - - - I- , ,� � i� , : :, t 11 � , I i I I 1 : STRAPS MUST BE =1 I I REINFORCEMENT WITHIN 16" OF - 0 f', I . I � �. I I I 1 I I 1 1 I I I - - I " � t,'i��' ' I 1 1 I � 1 1 I I I i 1=��l - --:- I I I , 1!� : 1 I. � I I I i, :i I t I I � I ; 11 t I I I 11 .1 - I I - I I_:-I I , Engineers . 'i , , I I I � I INSTALLED w/ 51/ 5 1/2" WIDE CONC. SILL TOP AT MAIN * MAX. 2 COURSES - - . I ---- _z�.W " . � � t � I I :, � I I ;; I I I 11 ,_ . " I . I i lil� I I f I - I 1-- = . � I 1, I� , I V I I , � �, � :I I � i I - - . FE I MASONRY STEM WA-L. - - I I 12 d. A Z4 w. 2,500psi CONC. ! . I I I � I I WALL CONNECTION. - - _FOOTNG W/ (3) #5 REBAR EXCEPT: 655o Roosevelt Blvd. ; i I I � I i . . ��.I I �� . I - I I I I I I ,I � ; -=I I� - jacksoiiville,FL32244 k,__,�_;, - I " � I 11 I � , ADDITIONAL PIECE , SEE ST1 FOR VERTICAL .1, �! I I � :I : I 1 : I I I � ; i : t� � �� I � SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. - 11 I I i I kI � I t I i i I I- -.A ; I- I I I � I� , �, � ;I 1, I VARIES; M ii - I I 11 I - I 1. �, :1 I - � I I � - I I I �� AX 7 1/2" (HEIGHTS EXCEEDING I=-I iEd I 1-: I - - I I- I , - A- -STORY WITH BRICK, USE 12"d � 1. I �I I I /5,, � - -1 t I ;: :� !, I I I i I I i � I SIMPSON (1)#4 CONT. IN SOLID GROUTED (904)772-6ioo h,-:Z`x� I I'll 1-1,I �I " I "I : t 1 I I I � l - - 1 - i �,: i I i - !� t � I " ,; I � : i 1 I WIDTH BY MORE THAN 2" REQ ADDITIONAL - 1. I� ; I �rr. L , .� 1. I ,, I '' 11 I � � . INSTRUCTIONS. ** i I . t � � ,I I � I i : I � :'i � I�! !� � I : It I� : I ; i U-BLOCK COURSE ill ill I F` I I . . .I I I- I I 0"w. wl (4) #5. _`r-� - �11, I - 1, , , :f : , -1111, - , � , I I I I� I, I I I I I i I I � - - 11 FL CoA No.z9oll.5 '* . : I . � I I i � I I, I I I I I 1'� I . � � I � ; I I I ANALYSIS) - � �, 11 I I i I I L � I - - I - : I t, 1- i, I i Ill :::: � , ;I � :, I I : � I - *, 0 ;; I -1 , "I� � : I 1� � � I 1; I I I . . I I �!I, 1 i, i I I I I I � , � TYPICAL SLA I I I " - , - 1,,:, I 1 ,i�, I � � I 8 - - -1 � I � . -, t - - ,� : � I,�t t6 � I '1�, 1 �I I �I I I I I I :!I � t I I 1 4" CONC SLAB W/ 6x6x1OZ1O WWF I I I . I I . 1 :1 , ... - I -I __ I E� : � I I I � . I 1, ,I I Viii 1: I I I �� L� I I I I Z c, CLEAN, W LL COMPACTED, TREATED FILL _� - , , , J� ,I ,,I I ::: I �, I I � , - � t i CD -I , I-i I F - I i-i i i ,� l, , ! ' 'I �! :! :1 � � I I I, I i OVER 6 MIL VAPOR BARRIER OVER I I i �: I t I:, I � I [� , I E , I I :1 1 � I I I I I TYP. VERT. L - I ,, :t 1, I Id : � I li [ I � 1 1 1 Fn Uj REINF. --- -- - I � 11 :� , ll I , I I, ; �; ! I I I ': I; 2 . I I Ll I I . . . 1 . I 1�� [ I :, I : i i� 1 11 : K � i !l � i ::)0 1 STOR FOOTING SIZE I �!:I : :L I p I � � . I! : I ,�11 I I � 2 i � I : ! t� �� i ! � I ��, [ � � I 0 SLOPE W/O BRICK 16"xlt)" W/ (2)#4 CONT. � I iI I I I 11 I I ;� I - - - " , I . � I a- - - - W BRICK 20 x1C, W1 3#4 OR 2#5 CONT. I 11 1: i ! , I :; - , � t I ,I , � I � I I _____=I I I I ) I , I I I it, 7 It I I I I � - I J � I7� : � � I I ; I I � !" I , ------ � i: : I �, I � :i � i I z LJ U) !!�� I i� - � � i� � I � 1 �t �� , �: I W M --TFr ill i �. ,� � �, I � 7:.-.E 5* � - - i I I L - - I I I I I I I I � � . ,I e I i " 11 !� ll� � : I I I �� i : I J I I I I I ; < -11 11 , - )'I, - I . I , I I 1 3:W a-- -it = ICAL FOOTING SEE 1/ST2 FOR 2 STORY � Ll � , ; �4 ,L j � I I V_ CLEAN COMPACTED - Sl E_/REINFORCEMENT W/O BRICK 20"x I � � I �! �;, I It I � i ! I -Fij- I I Z I " I : 1, , � I � I I �� 1i Ii :: :: I z�, I l� I I I I - - 0- W1 (3)#4 OR 2)#5 CONT. I-11 1 , , , ;� o t ,, I � I I� i � I i 2E,E V) I � L !� i, � I �I �, I! � .�, I I � . � I ,I 1�: ,I : I , I I I I t I i I I 0 - I I I I�I I I I W/ BRICK 24"xlO" W/ (4 3)#5 CONT. . �, I 1��r� , 1 � I 1 �t I ;' ,�: I � ; � SAND FILL - ill !I - � 1 � I 1� i I 11 . i "� I I � , � � JiF � I i !, I i I I �i -1 ---illi- I I � I I . ! I I i I � ��:: . � 1 I I .I I I � I - � ) I I , ! i I I I � I 1 I I I I V�� I I- I I . ; I ij : �t :,� It ,� � � � 1; I I 11 I I � � �i, :1 I! �t � � 1 1 � ; = � ti I i I, � i � I I i I I l I� I � I : ,I I : U) I I i 1 :1 � I . 1: 0 L I � � i I I I i 1 I � 1 : t , I I I I i I I I I I 11 . I I I I I 1� I I I"i IL ,� i I I i i i �? 1 . I I f : ; I [1 I : �� !! � I - I I I ; !� ,1 1 1 , . ,[, - I 11 � �i il- -llllilllll,lllllll,llll1l I I I �,,i l 1:t I I , , � : ! i 1, .1 - , *I -1 I I I " I I I I I I I 11 I I , I I - 1,1 1 4 : I ! I L ��, ! � ; TYPICAL FOUNDATION I ��l ` -- 10<15 COURSES STEM WALL FOUNDATION I � � I 11 I I I � Z7 "1 I I I I !�i I IL , I I I - I I 11 t: � 1111 - - i I I z tj it� � � : I I � I i I : I 1111 - I I I il 11 I I . I i I I i I I I I i�. I (SqT2 FOR STEM WALLS WITH 1005 COURSES & GW, GP, I I ! I: :� I I I I I � I I 4, I I '�! I � i I IMENSIONS ARE ; � , . I 11 I � I 1 1 ;, . I I i I lt! I 11 . i I . - I , I I I I �11 � I I I I I � I t I : 1� � I I � I . I I ; , � I � � j I i, IN. DISTANCES " I 4 �: � , I i ; I 1, : ; I � . , I lj � "LII I I i � I I I 1111 1 ALL FOUNDATION I SW or SP SOILS to 30# PSF LATERAL LOAD I ::� , 1� � ,� I : ! I I 1 ; I I I I I �, �I � I I I I I I I I I. � � I � I 11 I I �: ,1 , , , I i FOR STEM WALLS WITH 6<10 COURSES I i 11 :Ili I I : I I I I 11 I? 1� I :I! ; I i I - r IiI ,� �1", �!�,!! � t I t I � I � � I, i , � , �� I 1 ! 'I I : I G j�o lt � I I I I I! 1 � I � I, It ,I I I � i l I . � I � � �, " I I I t, �; I I I - W If � � i��, 1, I I� I � �, I i : 1 I III i I I � !� I I � � ; �r i � 1 : I! 1 I I I'-! - � 1��,.,� I. � �1!� i I �I; III I I , I I I 1,'I �_ � � � �I i N I ,�i ;' ��l j ll � , �it , i� � � [ 1 r�L I ;I 1 ,1 ,�,, , !I � I,I I '' , I vll� I I",,11 I it . T_� 4 I 1 � . � I I ; ! r !I,, , � I 4 :� � 1� l� I � I, � ''I I I , , �! I L I t I , I 1 1 1 (9 (9 � I 11 I I I � �;, , L, , I ,::', I . � I , 1;� � I .� I I I , �I �I : � � [ 11 ! I I � 11 I I .., � �I I;11 A I , : I U I I �1 i I� I i i :: I I I ��l I[ it � �, t J , t 1,� I i I - ; ;! � : I � I I , I tr11 L� I �I� I I i - 11 � 1 1 � � r �% I I t _____ I , I I, I ,�,� ,, I I I � 1 1 ,� ! I j, ,I � I. I I I � ,'I � I ? 1 1 ,, � T �� I f �! il I I � �l ,�� I I ,� I , --I- i - I I i t , �1 11 ,I, � � : li: , t I � L, I " I i , �0,, � i , ;i : �� : I � i il � 11 r I . . I � I I I� , �� 1! , :� , �; I � I I I , I i I I , � 1,1I�� : � � � � I 1i I i 1. ,I I I 1� 1� : :: I I , I , �� I I I, , � [ � ,� �, I I , � I I , : �� 11, I I I 1� I , 1, I � � I ; I , I" � I ; 4" CONC SLAB W/ 6X6X1O/1O WWF I I t I I , ,�l ': I �;,,; � j I � � I� I I 1L � � I I � I I i OVERLAP SLAB RECESS SLAB 3/4" FOR I �� l: i;�� I:, � I I i� I I ;1, ,I � tL.: it � I --J SLOPE 3/4" X 12" 11 !�; 1 �:� � . ;,, :: ii: 1 , . � I : I 1�� t . � 1 � I i; [,I � �, I I I L - � ,� T � I 1 1/2" 1 t It I I 1:1 ,', t, , I' � � I :;�� I : i ,1, I , I I I � �I ! � I I OVER 6 MIL VAPOR BARRIER OVER � i ;� I I I , I � ; I � I 1[� I t :, � i � � J Ii i � I IAT GARAGE DOOR �t 'I ; ;�! 1�, �, , I I I [� P - 1, l 11 THRESHOLD � L � 'I 0, I 11 i o I I I'l, I i i EXP. JOINT I L COMPACTED, TERMITE I I , � 1� CLEAN, WEL lf I "ZI I I cl I I 11 � I i DEPTH �_ STUD + 1 1/4" (FROM 4" CONC SLAB W/ 6X6X10/10 WWF I .1, � � I ,I :� I 4 � � I :!;;i I I I I ' I I, �, . I I I � L ;: ' I ,� I , 1/2" ol li, i 1;: :1 , i E� I��... I I it, ,;j i t, 1,�, I ,, I i� - IVI � � ill I I ;l�,:j :i,�j ,! 'i It I I II4 ;', I � �,t t; I I ; i _. I I � i 1 I L �1, I 1 � 1 1 : : I I OUTSIDE , I�� I I, I-. � r , � 1! ! : I I : I 1 !i : , � ��1 1�,,1�� I � � I .1 ; 1 11, I 1 : I 1 1 1 1 ; H� I � SS SLAB 3/4" FOR SGD ------,---- CLEAN, WELL COMPACTED, TERMITE I I I , I I , I I I I I � I � RECE - li�1: it I ,::� : I � I � I I I I t I ll�� : i� � I I IP �i, i;: � I . � . 1. . 4" CONIC SLAB W/ 6X6X10/1O WWF I I I , I I i i I I, ;, I: � ;� '� " � I I i . . . I I I I 1, I ,;,� I I I c ! :�L � 1 1 1 � � I TREATED FILL � I I �J� i �,� Il 1:�� ", ,� �l �!, li � 1: I :11 j! 4� � I � t, 4" CONC SLAB W/ 6X6X10/1O WWF . MOVER 6 MIL VAPOR BARRIER OVER I I I t I ,,, �� I 11 I I . I 1: - I I ill, i i i � ,: iv- � . I - 11 --ill[ Ifif � ! , , c I � :i iz I 1 . �, I - ,, I I I � I I ,I, �I � � I� � I 11 I ICLEA , WELL COMPACTED, TREATE FILL I I I 11 P I, - I � ''! �: i , I iy OVER 6 MIL VAPOR BARRIER OVER - N � r 1 , I i I j I z -::!Ill - I E�E . 1 -_________ I �, 1�, 11 � I� :I ,, i I :1 I I I I I 11 M, :t � z I :, I t 11 I I I -1 I IfF'- TYP _________________ F-. T T 4 I I I :1 1i .11 I� �� I -ED FILL 11114 It - ��- I l lj� I ,I 1�:: :1 Ill�, ::� , 1� CLEAN, WELL COMPACTED, TREA1 I . SLAB __ ____ _ T SAW CUT IN 15'xl5' GRID, � 2 � 1, j I � , ii ' ' I: I 1; I I I I I i': � � i I! - - . _.. - . ," - - '- ,,, ,- -* .-�-.' I I I � " � . ----�_ - -:-. __, *�_ I 1. I 1: ! : , If I I I I I I� /I---- ,I t I -11, . M I I I I , I 1! I I I I _lllI___Ellll:EE . .... . ;,:,:� ... I I ;I 1�::�,�::j 1,i ;:�k � I � I� �� I I��, � ,� ;, [�:, t I I� : -- I 1" DEEP WHILE CONCRETE � 11+ I . � I� , � I I I: .� I - - . . (WITHIN 12 HRS OF PLACEMENT) I m 11 I � I I I, I I � i . I !� �I i[i I ,it ': , I I I . 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I i � ,; I , , I 1 1 , I " �j 1� � I 11 CLEAN COMPACTED I 1, I I i I - - 1.1��E I _.� I . = . .�� -_ = 1i � i lI I � I iz�, 0 0 - I - - SIZE/REINFORCEMENT it - CZ7�'- I'-`�-'7-. . . - - - I, ,' I , t ii�� ',,'� ,1 '' . � - I I � t''I I � � I i , i � ,I I i � �; I I t - - LEI I I I i � i , 11 I, 1 I � I I 11 I I -11 Ill - - � I I IE-El I �t;, � ;; � � I I ,I �I i'' - �I I I - I 1 :1 , - �, I� r i - I I Ilil FM I I F 'ffe � 4 i � � ':�ll' � i I 1� I ; I I i I -1 i I I I I �I, ' [ ,41 �!! :t � ��'�' � I I � �� Ill �� I I, SAND FILL -1 IiIHE 11 ��llll 1 1 FN -11 I I= I 11 - � I I ��,�'11' � I : :1 1 I t I I - - ..... Ii ''''-, 11 =1 1 -.1 1-11 ill llll� I 1 ! l�, i I I I I � � I = (2)#4 CONT. � V , I I I , , I il ,I i, � I I � , ; i,I!I�11'14 - 11 I - �I � I I it� � i I _7%*..%l -- � �� :i � : ��; I I I I 1 . - � � I � t� ,1, 11 � � - I � I 'I Id 1 1 , 11 E, i!.I I : ,: I -k 1, I � I i 1 1,� li,I - 2,I 1 1 11 I I � " , I I ;��: : I I� I � I � :; : , I-- - 1 I- I I [ 'I 1! , i I I I I CDNT. -_I -� I I � I I 11 1 �' 1, � 1:,�v 1 I 1:1 1 1 �71 ,:I I, I �l t i I I I IEE - - E�d I I 1 12 1 !Ili= � 111, =111 < I I . , I � 1 I : I . 1, �!� i �i � �i : 1� I I� 0 . . I I � � I, I I I I � I t i -Ill - - --- - � I I I . I . I I fl� I II � ,, ill , ; : ,!! : 1: i�i,l; � I �", r 1� I i i � I I !I - - i I I I 1 11 , I I -_ I I I I I " I� . -_ I , � I � I I :i, :I I: I: . 1. I I �, . � I I 1=-I I - I 1, , , , I L � I ,� � ,: ,�; i �� ,I .11 I I : i : 11 I .,''I t l'!�,� ,, ,i I � I I _: - � � � I I I , I I i � "I ,� ,�� I 1 I I - - - I , I � I I � I I - - 1 , i ,,, �l; 1 : � ill� 1,i! I i'i'I it ': I ill t �ji!� J��I�,,�� I t :, %� �� J I I I -- - - -11 11 I 20" 1. I 1, ,,, I �,' � , L�� I I i � , ; ' i 1 , q . `%l I I Li I I - , I I � i: i :;II I� � � I ! �, � � � ! [i] ,� � , I li I -111 -1111- ii , i �' I I I 1, � !��!�,1� I� : �i , I -1 I I !--I I i � liff I F_ I I I 1�,�; I :!(1 -, I i 11, I��!�,l!� i I :;ii I L 7 TYPICAL FOUNDATION 11HEE - i �: I � I I .: I �, 15 I , I 1� 11 I I iill� . ill A- - i I ! , 1 i I I I [ t 1 ! 1� 1�, � !I I I � t I 11i I . i - - l YL�' i, �� I 11 I 1! I k I i ,�� I I I I 1=1 I I 1��d I I 1� ( I I I I , I , I . e� , 1,, 1 i . i �� : �� j, , , Ill It I �, l � I I I 1'' � J 1, I I I i I � , �i�t I I I'l 11 1�;,1�11,lti,�)J'. , , , I",. I Ill -1111-_-Illl� I : f I ." � � , I � , � I I� � I . I I , I I ,,; it ' ' . , I I I l I'1 i � i 111'�,J, _,,�t: 4,1�lt:[ " I - - I L. I I I ., � I . I Ii 44 I k I;I I ki J,if ll�I 1 il, , I 1 ('I, � � � ii�'�� I I , �I,It ti,�)it � il � 1�k, I I I I I , :, j , I ,, i I I 6 �!,�,�,i '['��,,,,, I" , ;1, ll,li,,,l� I �, � I 'il I , , 1111 I .I t�1 "I, , I I I "'I j'' t ,'', I , � __11 � I �2 STORY 0 � I "t � � ,I�,: I I � �Ill , , .111, ,,� � �7 � it IF, I -� -, , 41m-��110 7 1 1 1 �I,'% I'�, - I!I;, I I I: ':Ill' 't . "� _,:, �:�,,��',,_,� CONTROL JOINT-FOR CRACK 'CONTROL I I . ,I,, I:t . I . ; if :t " , t " I I I " , I I I I - � I I I o I �t 1" l: [I� I I I� I i 11 , , FOUNDATION AT S.G.D. F UNDATION AT S.G.D. I ,� 1 ,: � I I I, , I� I i � I I I � : I ;� , � -_ I I t I �t i, L � :: � t I , I � I , , I _.;�; @ INTERIOR LOAD BEARING � T'I, ,� , I I I I I " I � i � �� 1 kte , ! I ,�: I I i,:�! . I I i� ;,:� I ,i, 1 t I � , , I 1 ,� ' ! � 1; I NOT TO SCALE NOTTO SCALE NOT TO SCALE I I I : . I I "" � !! � 1 � II ! , t !:�� I � � 11 I �i I �- � I 1. � �l I� � ,I I � !, �� I 1:i i. I I I I .. � " � ,; @ (9 I ! ,e I � I� � I (@ I ,t; I I� i� I I I I I I �, I NOT TO SCALE I I '', I � I . . I � I H� , � � . (@ = -11 -1 I I I l, I � ! I ! :i ii � � � - : L i �� : 7 1 iL i � 1 - I I � ,�,, 1 5 1 �� : , � � I t �1 . I I I I I 1, % I I I I � I I 71-- I I I( I : ,Ii 1 I I 1 f 1 5 : ; I : . , 1 I I I I "I ! .� I 1 � I� I I I I � I I ,: � ,� I i I � I , I!I . � I 1:, ;I I � : I � i 1� I I I .1 I L � ,�; I I I 4 , . � � I I I� �11 I , � I� � I I I i , � � ! : I i: i I I � I � � I I �,�, , I I I I I I i ; L t 1I i I I � . 0 1 � I I I I� , , I 1 I I HOLD HDR. BLK. I I L 'I i , � I � I j , , I . ��, ': I ,:,� I I i I l I i 1 � i ii� I : I � �-,,, I I I I ! I I I 1 1 : i I 4" CONC SLAB W1 6X6X1O/lO WWF ( � ,� d i , It � I I � I : I I I I I i I i I I !! �: , ; I I I I I : � � � � � I I I )L I I � :: I I! I OVER 6 MIL VAPOR BARRIER OVER I _t� I � I I I I I e � it :!,��i�, I : I I I � I I I � 1 1 � I , I . I I I I � " !i t :, � I I I :_ , I tl :": I � I I �__ I �,�,., ,I li� I I � I �, I I I I ,I �1;� ,, ; I 1 1/2" CLEAN, WELL COMPACTED, T TED F LL 4" CONC SLAB W1 6X6X1O/10 WWF I I t I i; � I I I :: � I � I 1, I ! I - , ! � : i I � I 'j I '�Ii � � I I I , I I! :; I � ! OVER 6 1 - �; j � l i I t I � t , I � I I t It 1 i � � 11 I I I I MIL VAPOR BARRIER OVER I I I � I L :1 ,� � : ii i � I � Z 1:1 I ,, �� I l! . . I I � , I j I 'I I: -,� L �, , t. . l 1 :1 ,I I I TYP. SLAB . I . .... ,�, . I %I j, , I I .,., .. . � I� I N : 1 ;j , I ,I�i : I I I � ,'I " .. .. -_-1 - CLEAN, WELL COMPACTED, TREATED FILL I I � � � L I : � I I I .. ___._� I . - I � I I � 11 I I � 1 1/2 1 .�: � < � , � I �: I �. j : e ��11 i 1. I t �� , j I ,� ; I! 2 . l. 1 , IV "I I � ; : 1, li ''I I S: 'I � J, , � I , � I l'' i : � i I, ,� - I I t l' � :1 I 1� i� I I 1 , ,I � 1: , I E i I I :- ..� :.., I , I 1, � A I� t �":: I I �t I� I �.. 1 6 1 !E ;, :� 1 �� . � . . I .. . 1 I I,-T-,,,I I I 1-1 I - - � I I - � ____Z�m�_ .1. , .... .. -_ 7- ,I :-,I I, ' ,,I",, L_ ,�', i " � l- ."", 'I I 11 I I I ;jI I ' ,� � 11 :�, 4" CONC SLAB W/ 6X6X1O/10 WWF I 11 �. . I -I I I 1�1 I I 1�1 I I I- , I/ . .1 - , , , 111), � - 'I, I ,�I�� ,- �;I li" I I ", I ��! 1, � : � �11: �, I I ! 7 . � - -' ,---- I �,'�' , , I I 11 i i- � i 1 I , 1, I -_ � VARIES ..-.--- -, � �� I,� " "' I$ �11 i: 1: : I 0 1 II � ; �! l� 2 I I I � I , ,I ; I � I t 11 �, �� i 1 ,14 I: , � . . ---____ L � I I I � 11 � I I I I "I I OVER 6 MIL VAPOR BARRIER OVER - . � � 11 il - ",!*�, 1, �� :,�. ,�� , I � :I I �� ; � -1 11 if 1-1 I . . ----/ , . . I .1 I I ., �;t t � I � . . . - I I � � ,: �i � ,� '� I �� I i I J � : I I CLEAN, W�Ll_ COMPACTED, TREATED FILL I . ;;��__ -_ - I � � " � 'It � " ''I � I i i! � � � I . , :1 I i �lI [� I . � �i 1 1 1 li "� �i � �� I I I I !, � t 9 11 t I I . I - .. ....L /APOR BARRIER rmjN= --...`. .. _,:` - -... I -, L j . I I ,� I � I I j ;� : 1� i I .1111, -1111-1111 � I I � � a 11 I� :�: : � I I, I � I I . �''; " - , . I I I I 11 � I IL ;�I - I = ___T - . It i - - .. ,I , , � I I � I I � � , it I � � _. 1= I IE�711 I I IIII Hil - --MT=Z- '" : -=,El I i 1=:� = I , �, i- - C', . I � � I� !�, � L I, I- = = HE I - ,- I , ,i : �I I I- 11 - -iiii I --- - = - .. I I PEI I M I I. �. I 1 . I I I I� 1 1 1 t ,: � I I �! I I // 1 7 I I I, I 0 ;! , � ! � I :1 I ; ,I I I 1 1 - --lill pl� I ... i � I I ;I I I I � I i 111mi ��1 I I I ��]d I I F I I .1, : ! I :, I I f I I KA I _ii I D I I . I I I � I I _: I T____r - I Il- - - I I 11 I . �, ,f I.� I I, ; I : 5' I I- =I- - -1)#4 CONT. --I I I I I T I ! � �, I 1 I I ,f ; I I I i I I I , I 1, = : ��i I I - I: � i i I � I� � t � :: � I � I I I I ; I I =111 �� 111��1111- =1 i i iEHi I I 11 1=1 I I 1=� , I I I ! %, I � .1 1 'I I � ill t i I I IE�E - � - -, . I , : l'' � ii 111i - ) 1 t : I � . -1 I I - . I I I I � . q I I I - I E/REINFORCEMENT I - I Ill (2)#4 CONT. I I � / - - � " I I . I I I ! � _� I _1111:��l -1 I 1, � !, I ; f 1! I I i I I i I TYPICAL FOOTING - SEE 1/ST2 i � = 1� ! 1 l i, I I i Ii I . )� � =T:- , , I I I F�Ed I I I I =- - I IEEI I I I- I ,��, , � ! i i � I - �I � I : � � =I I I 1=:-: I II I Ili- I I " - iiii 0 : , I � � � � I � �1 I ,1 j ,I i ii , I � I I i �� , � i IEEI I EN - 1=1 1 1,; , " ,�� `�� I � ,I :I ''i i� I 7 : � I i I i� ; I - - , I I..- , - I - Lj_ ; I _,P ,� . I!, � I I ; 1 1 . I I , � 1 1 �� i ��I t I I � �_ I -1 I- I 1. I __ __ ____ -I I I FA I I . . � ��!� l I l fl ' �il I - . IlTIN -Z I . � I I 7 � : � ! j� � I � I � I :, I I -_ - - I == 111=1111 - 1� I � . l I � �i 1 i I -_ - , I � � � i I � i , , !I I i'mill, _11HE1111HEiii I .�I ! 1 � � � , t � :1 : i � I I- -_ - I � : l , :� I 1. : if 1 1 1!1 F 16" - . i . ? I - � � ; [ !I z I . . -,,H =�� I I I- . I 1 t�[ ! , I I z I 1 � I� 1, I I I I I 'I I I, I .- I , I t I I i� i � I \_ TYPICAL FOUNDATION I I =Ili ;. I�'��'''- I . I 11 � �1 ,: 41 I I � � I I = . . I I 1, �': I I I :� ;! I . ; I _ . �.I_. I - � , . - I I I 11 : I I � � � � T: I :1 , I I : L, '' , I ��l I I :1 STORY =1 I 1-1 I � ! 'I I � . I I � I I = . . � 11 I I � _j I � I I I I I I I I 111� I � I I I , I 11 I I ! : i I - :...11mi, � - 20 1 i ��I, � I 11= I I � t I I I t : I I � ', I I - .. I I'll il i ,:,It � t I ,� I, � I I i I I � . �, .. . I - 11 I I I I I i , :!I I I I 11 � - I I _�__ .. . llli� - � .I -, �. ;'t I - , ! � ,:: I I :y I I I --- I , : , : � I I I I ll ,,,,, . �, 1.� I . l� � � � �t , � I I �;, i � I I i � I I 'I I I I 1 1 I I I H _1111-1111�1111-_ �2 1 1, , - � , 11 11 I I i: I I � I . I I , � ; !� , � I , � I i� I I I I I I I I i . I I r z l :, I ] L �, :I '' I I I - 11 � , , t I , L I � I I � I I i I t I I i I � I I I I I 11 'I I I - I . � . - 1, r i � I I I I I I I ,.� I I � 1 : I i ill 11�1 I I l�l H I_-I I Q'_' U I I � I I .2, � I � ! I i i I � I 1i I � I I ,, I :� I r 1, � ,; I I - I I ) � I I ! . �I I I I i, :! 1 1 � i I , it , i� I � � . 11 � ,, � 1 � � 11 1� �V 12 ", I� q ,'I ,; I I i � I I� � , I � I I I � I I I 1: ::' I 1 LOAD BEARING STEP DOWN t �: I I :,I i i i I i:�, t , I I � : � i I FOUNDATION AT DOOR SILL I I I I. I 1�'1111 I I k � � � : � , � : ; 11 � I R SILL i I t � , �: I t, I � I, I I � I , l, ,�' I !!: I; �', I ! I �T � : ;:, I I, I � NOT TO SCALE NOTTO SCALE D M 11 tl . I I k � �I I I I � , I I r I � 1 ''I I i 4 , � ,I I G G . I �", I I I it I:, �: j - I NOT TO SCALE ,;� !I � ,!:j I� I i � I I � , � NOT TO SCALE - ,; , I I ti I : l�� I I � I I I I j lo.I I I I , It � (9 (9 I , : , i, i � �: I 1: ,,,I, 11 � I i I � ;:�, :: �,lt � I � �I I � I , I � : � : T � ,�,1:k, I I e :I �I I " i) I 1, , I � I � !' I � l i I �r : k� �_ , 1� ! I I �:� -- � 11 � 1, I . i , I I I I I � I I - ----------- ji I 0 , I ' ' ! i I �I I I � I �, : 1 I i I -I 1 i L r I I , � ,:]:I i i I I I i� ,: 1! � , i I i t'l I I I � 1 ,� I I �I,I i I ill V � I I I � i Li- � I , I I� i j! 5, I � 1 � I! ,; I ll 3 i , ! I i� , 1, :, , I t", � I L I � I I I I bi , I �� , i 1� I I I � I I � I � �I I I - I 1, � � I ;1: :I 1� , � I I l �, I ,I ,I I I U I I � , 1 i I I i� � : - I :, �, 1� ,,� i I l� , ii: , : ''I i � I � � ! I I I 1 I I � I I (n I � , :, t,�I I i� lz � I I I � t H E �; I , i' 11 :,� t I I � ,; ; I 'i L I : : I : � I I � � ��I, I ,� 1 , ,� t �i� , �] � I I I �, i � 1� I I I I � I I , ,I , I 11 1� �: I I I I , !-, j �1: � .1 :t I I! �� I FOR i � , ::I! � ! �i i i � , , I I L � � ! � 1: l�, 1 51 � 1), I � 1 � I 11 I I � D C) C) I ' ' :1 i � I � I I k I ;,i !�,� I � I , I I I : I I ,� 1, ,I . ,I � , t I 1 ! � � - . I , ii I I� �, : I :I � � � , 'I I I i I ,, I I: I i DOWN 4" CONC SLAB W/ 6X6X1O/1O WWF I I i �� I t � :!!1, � � � ,, i , � L I �1 ;, T I'; I ! I� � � 1 II �:� 1 1 1 , I � I I i I � ,4 j I , ! I I OVER 6 MIL VAPOR BARRIER OVER I . , I � �I I , I i i [ [ 1: It i � 1 ,� i ; � t _j 11 I �,: ,t 1 1 -O" OVER I , ILI I � I 1. ,:1;': � I � � it , i�5,1 !� � �i! � I - I I J�� ,�(11)#5 x 2' 1 1 , I RI �1't�I I � ,it I I I : 1-// - fl� IT- , I I I ,,,1 � t'' I I I ,� !:1�I I -_ CLEAN, WELL COMPACTED, TERMITE I I I ii� l� � l��'j,,�'i� �i I i I . -1 . ... � � i t I � ,��: L ,i�1i I I - 8%8" CHASE IN � ... . .. .. - . I �,l I11 !� � ,i!1 I Il:�� , I I .. I 0 . i� I �I,I'l,i ; I ,I I I I 1 i : I . . .'. . _. .'. - . .'..- VARIES �_- I I ,, 1 ; l , , I I - I.,. mn,m=P*mm& ----.-`--.---�-,- TREATED FILL I I :, �1�711[:l � 'i% 1 I'! . . � .. F__ 0 [il 11 � ! _� i,�, I i ''t iI'' i � 'l; - * U �z j 7 I ._ __ - '---- --tIll- % " . , -- . .7 . I � � ! I I I . I � I . - - � . . -__ I .. I � , i �:I �� :I i: !, I �_' . . CONC. BLOCK STEM -, ---- .,e-�_- - I 1-1 I I 1-1 I I I r I I t I I , �:j i � , . � . ., . ." -'--- I I I I I 1:t I : I:1, j Iii � ,��'1 �t i I I �� I I - .0 - - - . I I I � I� I IL 1 :1, I I, I iIIi: ; I � 1 1 : ! .1 �Ir�i�li i - I' ll - I WALL. - � - I I , I I '-I i 1 1 � I I SLOPE -ilil -1111-1111- i - - - .. . I U1I N ED I I ,1i I,! I l�] : �, �, I � I � - - TYP. SLAB I I � il � !I : i I 1, I . . ... I I 1, , i i I � I i I - . � 11 ,�, 1, I I ''I �� I � I -1 � - VA IES .. . - I i� 11: 1, E . . . i I , . : 1! [� ]� I � I� . I I I GROUT SOLID GRAD . . . ,-I .. / - I L i I , ! � , � : I �111 IFF dlll�iill�� __�__ ..I - __ t I I I 1, - - I i I I i � , I I I � : E I I 1- I I , :I I t I I � I f I i� � I � 1 : AROUND PIPE � --/. : , , i � I I i I = . ., - g I I I - I - I� I i i I I I - - I I . I I � 11 i ; �; % I! � j IL , � I I - - � '' I I I I I � I i L I I . . l I = = � � ! i ; , ; � � I , � I I I 11 I I CLEAN COMPACTED = -1 . . . 11`11�1111 llll�,l -1 i 11 DESIGN RW I ''I , I" � , � : : t ! I � 1 1 - - � �= i , � �, I GROUT SOLID � =:I 1 1 JEE E� =1 I I M1 I I=1 I I I I I I I I I I I . I , 11 AROUND PIPE I I I , L j, 1 It : I I I I I � i i i I . -_ - I FOOTING = ==I W� 11 I I I I I " � I, I � I I . . - . - � � I . . � ____2_1 1-1 ..... SEE . . � , : 'I I q 1 ! ,, . :I ,1 i I : I I � I : SAND FILL . -:,-, . � �Illl I 1EA� I 1�--, - I EA I I lEj I 1� 11 ' � 1, 1 ,I I I -.. Ill- � = ,1, , , I I I �=_ 1111 I � 'i L' ' � i : : , I , 1: i I 11=1 --- - ---l- :: �% 1/ST2 -SL B- DRAFT RW I L - , I � 1 I I � I I � � i I . . � �I ' ' 1 �� I, I J-..' , . -. * 1 " - - 11 - I � I J , 1, ,: �� I:i i , � I 11 t I � I, 1 � t � : I 1 I 8" MIN. - - -, � - I FOR SIZE/ - I - , 1, I I 11 2 - - . 1- - , i � I I . ... - TYPICAL I � I I - -�- I i I I I I 1 f , lI �I 1, i ]�, � I, i I FOOTING Q CHASE TYPICAL FOUNDATION El - , -1 . .....,, ,-r - , I = I -_Ill LAP � N , � 'I, . , , ,� , ,� I, I, 11 . , - �Illl I I I I I I . .., - .; I � 1 1 1 , 11 : , "I [:� : : ! I I : � I . I I I , I - - ll � � , I 1 1,�� I I i, I I i I I I , . I , FOR SIZE/REINFORCEMENT I I . � '' , , , , I - .. , -." , I 1 1 I i : � 'I l'i I ill I 1 : -�l-Ir ---':'-.---: .": . � - if 1111 IHICKNESS I , I I i I i I i , I I� . I . FOOTING --SEE 1/ST2 1111EE�1M , 1� 11 ( , * � i i I I- -- , , I � li- I 11, I : III : i ill I � i I I - , � i LOCATION AS REQ'D TO - * - . I - I " ,I 1 � 14 � � �� I - . - =_ , I 11 �� I - I : I, I! : I ''I i t I ; � - � I � t i ';: ,I I ; I � I I - ill' I I 1 , , I I I I- --'-'�--'I - 6 �1 11 I I 11 �! , �i l:i I , , , Ill = - , - SCALE N.T.S. I � 1 I i t�, i 1 � i I �I "I ! 1-1 I 1-1 I I 1,1� I 0 # I I � I I 1=1 =1 I 1==l , I : t � �� : 1""� � : � ,, j I t I i ! I I - I I ii I � I � ; � ; I I � I i � I ! � � I FOOTING DEPTH. - I I � , � l: 1: I! 1 � �!� ; 1 I I I I 11 II � : 1 1 11' ; � � i � : EM I I I I ' I I I � 11 it I �, , , :Z ! � I I I ; � � �, I I I I I � I I E I � .: i I �t , � : I I ! = DATE 3.11.2012 : 1; III I �Ij I � 1 !I: i l � � i , I NON-LOAD BEARING STEP DOWN I � 11' :, �� I 1 _ � t I � I ! i 1 I : � E� I � � :;, I I . f� '� i i : I� i :1 11 --- I 1, , 11 � I I I � __.. ..I I I I ) I ; 1, it- ll I!I , , � �:1 , I i�� , I � � I I � I I : ,f , , 4 1, NOT TO SCALE � � I 1i , � I t I � 1 � I �1 I I . I � � I I � G I � ,� � � �I I I l I, : I ! , I �, i I I i � I i t I I � I I ",� 1�� I � , I:I � � I : � ,� I, i I , i E IL I i . I ! I �q i :I� f [� , �!� I i � ,j : � � I I I � FOUNDATION W/ UTILITY CHASE - . . � I i, 1 1 :, ,I I i � I I : � � I I FOUNDATION WZ UTILITY CHASE � 0 1 1 f 1 " I � I !�1 i I (9 LOAD BEARING STEP DOWN I I , I 11 I i, I � I : t I � so. . DETAILS 1 to I it ! , i i.I i , I i i NOT TO SCALE NOT TO SCALE NOT TO SCALE I � I I; �,� ��f � : !:! �� f � I t � I � I -, I . I � I I : : I � ,I I I I -Il I � I; Ji I t, I � I I I i G (9 1� � I% ,I 11 I i I :1 1 , 'i I I : I Lo Pro' Engineer: I _l � � I I I I ti I � I I �� 1. I T; t:t, I � : ,: I I i � : I I i I 'I I I I I I I I I - ,I, I -_ - I I i I I I I . I� i , I �I I I � l , I I , ��- w n e .P41e,PE I I I I �, 11 I li i I I 2 1 : ,i I I i i� : : I : - it � � � t! I I 11 I � I � I I � � I :;!I I � I it ; , � I I I STANDARD FOUNDATION DETAILS I I I I � I �!!: , � i : I I � I MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS � Ir i I I � � n I I I I I �! I . � � I I � I � _ r I I I : I ,i � I --____--- Prof. . eE9 -_ �; I I � � 1 I I I � I " I i. I I : , 1 , i I I I I :1 � I I � , I I I I t � I � !� I ,�,�1 I � � I i � I I .cft Licens �, 11 - I � I !�: 1! '' I I;I i I I I I -1 . " I I I l I I� " � � 11 . )I I I 1�11 -l". I ,� , I ,�1, I! � � t i � : � I i THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundat ion NoLe ood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction '20�-Licens . I I� -_- � , � I �li �! I I I I i, I I I i _;_W 11 � 1� I , ; : : . I 11 �� I � I�� I I i 1� t:, , , , i I ' 3 ; ji, I , i i� 1 :i, I i I ;, l� I � I I - I , I � � I I . . I _� . I I � I I I I . I I :,�,__,A�bl � � �t�� "1, " , � � 1 1 1 I �� I� I 1 if I ��,[� 11 � STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS , - � :, i: I I I ! acceptable - see STI for specifi 2 9 , , ��i,: I �! I I � � I ,: I � 7 , � I Ics. ,�JSC�Licens , . 2 78 : !I - I w ,, - I � , 1 1 I 1. � I I i 11 I I I �I_ 11 � 11 I, -,I . , � � I I I : i � � 1 : I I . ..I I ,_� �, - I I 1. � � it: I�_I :l I I !, � � : I : I - 11 I This dralving not via without raised ,I I i , . 17 1 i I's ;i� 5 I I 1, , 11 I�,jl�i I �j! I I I ! , I I . ,�, � I , I ! , I I �i � I I 1, - ,:, .1 - . , . �, i! I , I ; , :: , �i � ,7: I i � �: , i � � j� ; , ,�; ,� ! �� I I I � I --- .. . ignedin,BLUEink � i . � I � :, I i; 1 � � : 1 , , I , I � t � I I - i 1, � __ EPDXIED ATR . . �, . I , � ii I ,it I , I !,�i I ..� � . - I 1 1 ; I I I I : - r EXPANSION � I I s � i ��i . � I'': l� I I: , � I I -TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL - TO � I I I � 1 �iq, �� I �ii 1 111:41 I ::� 1 � i . , CAST INTO PAD ____�-HOLD-DOWN PER I �_ --------- JOINT TOP OF POOL � I I � 11 I I � ii I i Ill I I i ; � I � I I i 11, I - *10.N Ponce Do Leon Blvd. I - I I � I i�� I 1 ii � 1 1 � STRUCTURAL PLANS . I . - DECKING - 1 :� :� 1!I I il ,I.: � I : I � 1 : , / TYPICAL .1 . __ � . , # . .-- ' -1 � 11 i� �4i I � i � I 1 �� I (1) #5 VERT @ EACH � FOOTING OR EPDXIED W/ MIN. 6" . - '. -, . ZZ,St.Augustine, FIL 32084 1 � , I , , , : ! �[ � � , � , I 1 : 1�- 11 - �� I � I- I I � I 'I 1� I,11 1, I I I 1,I ,--- . I ,� I I 1. I �,�1 I� . � I - k/ T� . -__ ! ; I I, I 1\ . i: I :I i I � I � , I -/ SIDE OF STEM WALL I EMBEDMENT, CENTER ;4" IN PAD ___`�, II , \11\� -" \'� � __ ... (904)824-0806 .( i i . � � " 'I." � I 1, I :1 I ,i: �j !: i: 1 i I i, � � 1 I I � � I 11 �,Y>\�Ix- �X//, �\� , I . 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I . /,��/,/, 11\/\,/ . -UE-3 1 ' ` ' i i i � �, . I t�:, i �... E �-11 1 � - ' I 11 , - .. I ,�� / / . � I :, i � , , I I : , l I I I I I - - �� . " I H Ill - I SLOP I I GRADE __IIlr,,lWD FILL 1111 ,?I \ � � � I I 11 I� 1 ! : I I I i � 4 - \ It i \/'-"\/,\,, " I, IGNED I � : J �t !�, � , �: I El I t- . . r � ACTED . -\\ U_ �::_�j I \.'I- ,\ \ * I I I I I . I I I . - -,I-,- UNAUL f CONT, REBAR _ 11 I ,/ \, �///\ _11 1, _� . �Z BY OTHERS. , I �"I i I � I I A�- III I � I I I i!I !! I ...- < .- - .... :: I I ! �j #4 VERTICA "I \ /y/ I/ I � I I t . I I . , 00 = i L M � / / I I I ! � , ______ __ -- --__]I ,� / �K�\�/,,X , '\Z\- I , . it : I I I I 1 ,f I I � � ; I I I I I Ill !.-i ,I` I I I PAN I lj�=LL M SLOPE - PER \/�, /\/ K -11 \_/ \ ,, .. 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I � I, i i � I I � __�] '--PLANS FOR PAD 0 ,</ I I 1� I : � ; - I "' of i I I, !I � '' - --- I I ,t � /., / I . I 11 ; .. ,l, I � i� I I � I ,� 11 I I I I I I � ! I'll ;� � I 1 1 ===== sz, 11 -C::P< I ___ REBAR --- ii I � � , - . L � �! : . - L, , �� i : t I 1 1 . .- .. .i . " : - j 0 11_�5 i� I- - � I , I i I : - � � IF .. I I! I , 1, "�X��,\\/ j I � I!I I t �� I I -r-. 1<0\�\\\/�/"Xt_ " " " � , , � 1 2 I I t � �I I i . . I __T_ -1 _-,\�,\\,\\ � I 1, /,�\I " " , /\ \ � � I I , : I i � _1 I , \ ,\\ " "I � , ,\ , � 1 1 �,�; , : � ��, �. I - < f�� 45 I //\ - - \\ , � � I �J j ; l� I i I �1� ! 1� I I I : I I � I ; It I P F__ ; ,��,I I 1\ , �>, I a: < �I I I - i �!:, I 2 I � ! 1 , : i\ FOOTING SIZE, 2 Q� __L ! I I '��\</\�S�l 11 / �/\\11/ ... 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I -1 . I SEE � i� . I I -, I I 11 I I L � � � . � ULLAN COMPACTED / X- � I . _�� ,I I , , ,�: 'I 11 I 11�1__ � I � ! �� " �j il �Ill , I , , , , , , , �, , ��, , � � � I I I I I I , , , , , , i I � I I I 1 if i I i i 1 I i I i I t I l ,I I I I i I j 1 j � . , � � , I "' "' // 4 M - I I 11 " 11 It �i I 11 11 //7,- - " � i y MI i I I I�*_!61 1 f - I I 11 - - - ` I I " , t 1; � ]� I , I ill I M, 1 � If I � 'I 11 I � - ill If, � : I �� I 1� �, I it � � � ii 1, I I t, 1: il i, ill ] , 1� - �� t l i - I � ��,it , :t 1 1 t , � � � Ill :� , I < __�, / I . I ,� , , j I ! I I� I �, � i�� i :t I� I, I :� t � I, MIN. fl_� . t .1 // I I I 'I 1�: 1 I I I I i SPEC'S. I 'I � I l� i i ; ER ST2 STEM WALL WZ 45* CORNER DETAIL aEQ'rION VIEW I I _� 45 1/' 1� �� , 0 FACE VIEW � SECTION VIEW 0- I N_1 I � "-".t - I I I � I 1 , ,; I �� ,� ; I /,� / � ;t I , 'I,1,�.� 1 ]; �,, I, i I i r I � I I PLANS FOR SIZE, ' / ____ . 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NOT TO SCALE - -1 1: ii � I, !,I � � , ! � �i I @ G 1� jl� I I I I I 'I; � I ,k� � I I , :I , I� ,\� \1 I I I � � , I " I � : �� , 9 FACE VIEW G \1 " I I :1 � 3, �: I ; I l: /' I i I � : :" l�'� ` > , I I � I I I I 11 , I, I li� I I , :;t :� , 11 , 1� ; i.1: ,� I i !�, ��j ; ql� �, �I I ,,, � 1; 1, , I I � ," I I �tHl 2 ,t i ,1� �, i � , I � I / , I � I 1-1 I 'I I li�l t,i: ,,,I 1i; i'!,ikiQ�h!li ,i � i I !,�, � �I'f 1-t ,�il i 1 , I ill � � I I, 11 j ",� X" \/ � I I I I I t I I ";ill It - I I I �, ,i Ii�' - I-,I \"\ � I . I'lit 1 �'i'i : I 1� 1, f j:'i ! l�� ;�", 1 ! I: �� . .. � I I � I -I 1,11 I ,I I i I I I � ll I � �� . t�i , , , I � � � �'Ill ' 't ,I- I ,:! ; , I . II t tfl,"I'l -1 �; I "i ,i� 11 1!1: 4�1 �� ! � � !I :: � � I I 11�h , 11 ! , � I ,�;:,�! , � ��it��tl , � I f ;I L� li�1� i i�i ; I t I �I I I ' ' 4.�: � I , , li'l !� I � , I I I l �, I I i I I I � o " I,i I I, t I 1 I � �! 1114,1, i I , 11 I I , fl", litlf"t" I 1�� :,�:' �� Pill;1t, L I 1, � � I i H�:�:iIk" � . I I -11 , I r I , ; I 1 , t �I � I l��! !��, 1� I � I I � I I I I ! 1 1 1 I � it, i il F� ;�,t i,, I 1 i� : , , 1: jlli:fljf�, �slk, �i I I I I � , � I . , -, ill i 1, il : �ri,Ili i 1h , I I �� I I ______ __ - --__ - .-------___ -11 -- __- - . _ -_. ____ - I - - I __- I I- � - __--__--____ � -__ - - __-, _____- -, , - - - - ___ � - , � ___ ______ _________.________ __ - - _______ - - ___ -- . I I ,, �