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6090 SW 63 ST EB-09-014-004 - -___1 II11 . � ��__________ ------. 34'-1 O'OVERALL BLDG. DIM� - __-, - , I� 101-01 __ 7-0 1 7�4`_ 1 101-011 I SlyuctuFaU Owes (2004 F80/83CE 7-021 Rucluval Notes 10007.1 I , ' I 0009 098gan 01"Guity loads I � bill______ 71-91' ___L 3�-2` �*& I, 21-Gil 41-61 L 31�21I , 7I-9tt I 8H I LOAD5�SEE PLANS FOR 5UPERIN/11`05ED DEAD AND LIVE LOADS, CONCRETE MA5ONRY: , MO� I I M.O. I M,O� , , I TOP CHORD 50TTOM CHORD REINFORCED CONCRETE: I� USE CONCRETE MA5ONRY`UNITS CONFORMING TO A5TM C90.; FM=1900 P51 DE51GN: f'M=1500 P51 32il VERIFY W/Mfp\ IV ER,IfY W/Mf� VERIFY W1 Mfp, 329 � I� CONCRETE SHALL 13E A MIX DE51GNED TO SECURE A MIN, ULTIMATE COMPRE551VE STRENGTH Of 3000 P.5.L AT 28 2� USE STANDARD LADDER-TYPE MA5ONF\Y REINFORCING IN EVERY OTHER COURSE OF MA50NRY BEARING AND 177-�= - 7 r- - - .7 _' I DEAD LOAD 15 f5f 10 P5F DAYS UNLF55 OTHERW15E NOTED ON THE PLAN.SEE COLUMN SCHEDULE POP,COLUMN CONCRETE STRENGTH, SLUMP EXTERIOR WALLS; EXTEND INTO TIE COLUMNS 4"Mik F0 FC ' 4 FC , FC FO SHALL BE A MIN. OF 3"AND A MAX, Of 5'CONCRETE DUR�ING AND IMMEDIATELY AFTER DEP051T ING 5 ALL 3. WHERE ANCHOR BOLTS ARE SET IN MA5ONP\Y WALL, FILL 15LOCK CELLS WITH GROUT fOR. BOLTED COUR5E, ONE _j-.`*-:'�-:'-.` 2PC 1`01 FC FO FC FC FC re "' I H 13Y -., _ _ � - - - __ - __ - __ - - - -- - - I-� _ _ -%-.771-1.�%� �,'7.%*-7_T,.- *..,.i.�,��-7.��7-7�'.7'.7�*,.,-.��-'.'�."�'-.'-' -7 - T_ - .-...... ..-.77._,-.:77._,�.7...�.._ -1 LIVE.LOAD 30 P5f THOROUGHLY COMPACTED BY MEANS Of MECHANICAL VIBRATION, 5 CYLINDERS SHALL 13E TAKEN FROM EACH FOUR COURSE ABOVE AND TWO COURSES BELOW ANCHOR ELEVATION, � - = '.. . �'.%-'. - - + % -7. .,........�.1= a , = 1, --- � -4- -. - I I J. ,a , , --i'll H� H 1111H�� IWIMiHTIT ��LTIL 111�1 I H-1 � I � I :.:,* ca �. � , I - I� - ..."" � , , I %-.....i.,;,,�:,....,--�...�.......,***,**.,*1,*� :�:%*j F", OF 50 YARDS OR FRACTION THEREOF AND TESTED AT THE FOLLOWING INTERVAI_5� I AT 3 DAYS, I AT 7 DAYS, 3 AT 28 4. USE PRE55URE-TREATED WOOD FOR.ALL WOOD IN CONTACT WITH MASONRY. ' :,., .. � I � - - .. .. - � ,:`z -- - ---I - ,L,:,., 1 . TOTAL GRAVITY 45 P5F � = - . , .---..... ._�_. � � ii:�:11�1, ': F--- - - - - - - - - - - . ... -'. DAYS.TESTING AT CONTRACTOR5 REQUEST ONLY. 5. PROVIDEIT X 5"CA5T-IN-PLACE OR PRECAST CONCRETE UNTEL5 W/2#5 OVER ALL MASONRY OPENINGS NOT FLUSH 11 ##1_1 I (\j �% M18 1� - .1 L_��,, �� , � - _� JDj .::" CO M .. n __--!aA _13L , I . r I 0 F5ff []-,.:� I I ': r,' , .11 L------------L-------� L. _...j 2. REINFORCING STEEL SHALL CONFORM TO A5TM AG 1 5, GRADE GO AND SHALL BE FREE OF RUST, FLAKES, MILL SCALE, WITH STRUCTURAL FRAME, LINTEL5 TO 13EAP MIN. 5 INCHES __�,___ [-�*:.' 'I "I -r1F-16:[COMPUE5WITH I IU: 3G"X3G'X I 2"CONC, ��,�,, I I .'.� -*�- '. . ,� PAINT, OIL, GREASE OR OTHER CONTAMINANTS THAT WILL REDUCE BOND. ALL REINffOR,CING SMALL BE ACCURATELY EACH SIDE Of OPENING. � , [��`..*T_1-' -'.'*,j f5C P\440432 1 1 1, f.F.E.�5EEARCH(TECTURAL51-fEFLANfO fTG.w/4#5 EA. WAY TOP�[:�.' , , �.:%] . G? M -, _T__ 50TTOM-TYF. of 5 �:,:�-:'-i a--N INCREASE#3 TIES OVER LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DUPJNG THE PLACEMENT OF CONCRETE BY MEANS Of WIRE G. GROUT USED IN THE WORK SHALL CONfORM TO f5C 2122,G.5,3 WITH A SLUMP MIX Of 9"+/ 1", PROVIDE = as�..-...*.-4 -,:��! I SL� .:. - = , I a &D i, - SUPPORTS. ALL BARS SHALL 13E DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.1, BUILDING CODE(MOST CLEANOUT AND INSPECTION HOLES @ FILLED CELLS BOTTOM COURSE. 5"± I", PROVIDE CLEANOUT AND INSPECTION , C? �D _`� PROVIDE CHEMICAL TP\EATMFNT FOR.TERMITES PEP,2004 FLORIDA �:*�'-��.:l W. �D C? OPENING TO G"QC 61 �.`.'-�__ -':,.�i BUILDING CODE REQUIREMENTS PRIOR TO POUFJNG Of CONCRETE �:- � 6_1� -- 4#5 RECENT ADOPTED EDITION)AND THE LATEST MANUAL Of STANDARD PRACTICE, HOLES @ FILLED CELLS BOTTOM COURSE. 9'i+1 )", PROVIDE (,,:'..---:--.,�.*�� '.% :�,:j . 11 - I -,--.-- 3. CONCRETE PROTECTION FOP,REINFORCING BARB: CLEANOUT AND INSPECTION HOLES @ FILLED CEILL5 BOTTOM COUR5E.5. FOUR GROUT IN LIFTS NOT EXCEEDING 4 FEET. SLAB, CERTIFICATE REQUIRED 13Y TERMITE TREATMENT COMPANY I I " !�_" F 7-- I I �`:i--1`1 I . ,__-_,96.� .. . . , ,, . 11 . � � _ , , , , ,.�� :�� I I �- .- ... � " I I I!:�% , ,. `1,.`,�. '. �� , i ,��,�-:.-�-:,.! I �I I.,I I , . ..1.�_ . : �_ I" .7 r:i � - 9. GROUT USED IN THE WORK SHALL ATTAIN A MINIMUM COMPPE551VE STRENGTH Of 2000 P5 N 2 DAYS M = '��,��-,. �-_,.�...�". 7777,."�,"."! ,, I � I I ::::� � ,�4, f%��il,� , � _. 1; � , ,: -�.. I . 7 I , I I 8 , IF _1� . , 11 , , ., � I��v �� ; �, -�;w , . .., - �: . �' �, � "�, , - �v +4�,� .I ::A� I I I I rg � � , � t,I v.- . ,__;.� ", �., �_ , . ,�� I -, - 1- 1-, STRUCTURAL PART: MIN,COVER(k) -a- - � ." �, - , .:� 11 . , 175C 104.2.G CERTIFICATE Of PROTECTIVE TREATMENT FOR ��, ,i ,: :1�"', � , . . �_tv .,�.�� :�� , - . - .�-�,_`: I.l._;�:; I 000 F51, DESIGN FM: 1500 P51 . ��, � . : ,w ; . - . .�- _ .!��.�_, 1:�.ul%,�,., , ,-� � � , - 4 o� � ��. �o .�.�� ti�,,�._� , ,,, .,., I � � . " I , "I : I . ; � '. I 'i, " cz �,____� -_ I I I - L-1, ,� � " , , , �, . � -_ I . � . CONCRETE COVER: � I � ��,��: �� ,- I , ,� " , _��, ,.: -1-,- - .." W�"'. . -1. ------[- TO BE AS FOLLOWS: E30TTOM TOP SIDES WOOD MEMBERS: PREVENTION Of TERMITES.A WEATHER,RESISTANT JOB 51TE - Cz - _ -,I :,:��.'�- 'i.,_ ��.:_'�, ,� , U_ I I I I U_ � � .,. - ''�,;_�I - � -, �, ,,��'" - .� �-�� 1,- - �:-,: 1_-%,, " , , � I � ..�� ,,�-�-- * �- _ ,� . n .. :�>: I P05TING BOARD 5HALL 13E PROVIDED TO RECEIVE A WEATHER 7?! ___LLv��_LL�LL- ., .%I ��.. m I I = I I = � � - - � �, _ .. ' FOOTINGS 3u 211 2` ALL STRUCTURAL WOOD COMPONENTS AND MEMBERS TO BE FULLY SAWN. GRADES Of LUMBER TO BE USED AS - -�-cu CS I RE515TANT J05 51TE P05TING BOARD SHALL BE PROVIDED TO C\j 6 _�F ! '--2#5 ADDITION l I L- � I I RECEIVE 15 COMPLETED, PROVIDING A COPY FOR THE PERSON THE &; I I -Co' 3�t -----I I � -co '. � �__ ; I COLUMN5/PEDE5TAL INA NA I-112" STRUCTURAL MEMBERS TO BE:SOUTHERN PINE, � fl/- Fv_ � Ill III LU I I PERMIT 15 155UED TO AND THEIR COPY fOR,THE BUILDING PERMIT I 1.- .I U-i P\ ; MI ,kA 5LA55 INA GRADE NO. I OR NO. 2 WITH A BOLTED CONNECTIONS TO BE COMPLETED WITH A307 GALVANIZED STEEL BOLTS WITH > - � 1� , , > � ,- ___+- I f ILE5�THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT 1"._,�1_� . NEW I ----------------------OPENING---------------------- WALLS INA INA I-112" WASHERS AT EACH END, FABRICATION, __ , . Ca I __W_ I ,.I__U_��I Et I ; - I - � - I USED, IDENTITY Of THE APPLICATOR,TIME AND DATE OF THE 1, - .) � r�--I�&[N BEAMS I-1/2" I-1/2" I-1/2' ERECTION,AND CONNECTIONS TO 13E AS PEP,RECOMMENDATIONS,OF THE A.I.T,C, (AMERICAN INSTITUTE Of TIMBER - I [`= .j 0 13LOCK 11 � 5LO ::� I =__ I TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, % 48"x 9G`x 4"CONCRETE I..- I Z�.) WALL I CELL CONSTRUCTION), LATEST EDITION, 0 I E I - I (PERCENT)CONCENTRATION AND NUMBER,Of GALLONS USED,TO _,� I rg C\j i�o 4�ALL BLOCK MA5ONRYWAU_5 SHALL HAVE HORRONTAL REINFORCEMENT MEDIUM DUPI-O-WALL DA 3200 LADUR PLYWOOD BOARDS FOR SHEATHING TO BE NAILED WITH I OD @ G"IN EDGE SUPPORT AND ON INTER,10R. SUPPORTS, = x SLAB ON GRADE wl G70 . N 1 6 -C\j C:� I :;: 1 15 ESTABLISH A VERTIABLE RECORD Of PROTECTIVE TREATMENT, If I_ - (LADDER)"SPACED AT I G IN. CEN TO CEW USE PRE FABRICATED CORNERS AND TEES DY'DUR-O-WALL"AT CORNERS AND MINIMUM UNLE55 OTHERWISE NOTED. I - - -------- - - __ 2! , , 'I C�) l WIAXWIAW.W.M. 1. , 7 �1 $ ---I M THE 501L CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION 15 ,,'1� 3/3.1 Tun.We Ream ovop Ouer openl[lo NT5 n t.n I ___ I ['_,�' JUNCTIONS OF WALLS. MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A5TM C-90 WITH A DRILLING Of STRUCTURAL MEMBERS MUST BE AVOIDED. If ABSOLUTELY, DIAMETER Of DRILL SHALL NOT BE BIGGER, -1, _ ,,,_.� �r C51 __jI U5ED, fI NAL E)(TEPJOP\TREATMENT SHALL BE COMPLETED PRIOR TO ,%,�', .� COMPRE55VE STRENGTH Of FM= 1,500 P�5,L ON THE NET CRO55-5ECTIONAL AREA AND SHALL BE LAID IN RUNNING THAN 1/4"OF MEMBER HEIGHT AND . ___4��-I I 11 1�1��1� ��11 Gi� 6; :.-E: _� I - I DIA72 FINAL BUILDING APPROVAL [77 , L I - 4=�,�. - BOND. MORTAR SMALL 13F TYPE 5� PROVIDE DOVETAIL ANCHORS IN MASONRY INFILL PANELS AS REQUIRED. > __*� I .,-'. ,,, : - PLACED WITHIN MIDDLE THIRD.ALL WOOD MEMBERS TO BE FREE Of ALL IMPERFECTIONS A5�SPLITS, DIECK5, OR � 0 2!I - I ARCHITECT Of RECORD TO PROVIDE 501L BEAKIING CAPACITY y,:��1%.� .1 : Ejal 0@g ongift 511 ROOF PLAN FOR LOCATION Of ZONE(1)�(2)(3) 5, GROUND FLOOR SLABS,5HALL CON515T Of 4"THICK CONCRETE 5LA5 WITH#4 AT G"XG"-I C/I 0 WWf AT EXCES51VE KNOTS. UN5ATI5fACTORY` � - I ,11-1-, �, � , b cz �t I LETTER PEP,2004 F5C ARCHITECT Of RECORD TO PROVIDE SPECIAL ,-�".""..'�-� �, '.. . (MAXIMUM DEAD LOAD ACTING WITH UPLIFT=I 0 p5f) MID-DEPTH, UNLE55 NOTED OTHERWISE, 5LAD SHALL BE CONSTRUCTED OVER WELL COMPACTED(95%MODIFIED - LL_ � �, ,�.) 19- - MATERIAL5 TO BE REPLACED AT NO C05T TO OWNEIR� -I ,. M :E . I I INSPECTOR LETTER FORK REINFORCED MASONRY PEP,2004 f5C I�" I 5! ! If X P 0 5 If D(OPEN PORCH) PROCTOR)CLEAN FILL, COORDINATE WITH ARCHITECTURAL DRAWINGS FOP,TOP Of SLA5 ELEVATIONS, C\j -- 0 �� ,I I i 9-C\j �� ., G.- CONTRACTOR SHALL REVIEW THE OR.IGINAL CONSTRUCTION DRAWINGS OF THE EX15TING 13UILDING PRIOR TO WIND DE51GN CR�ITEPJA: 4 93L6;_ __ __ I , �� ' ' I - .1 ; E I �. �11 �. I [-� �] I BIDDING AND DURING CONSTRUCTION TO VERIFYTHE EX15TING MEMBERS AFFECTED BYTHE NEWCON5TRUCTION. BUILDING HAS BEEN DE51GNED fOR,WIND FORCES ACCORDING TO ThET004 FLORIDA BUILDING CODE"fOLLOMNG THE � I -, � - 11� 3 Lu PROVIDE(2)#5 30'X I � , � ZONE 1 -52,5 P5F - 5 P5ff I � > I - I v,,,-,",- 1-4`CUp4CRztr LAD W1 G'XG"-W1.4 � _ 1 i PROCEDURES OF k5�C.F. 7-02 STANDARDS. THE BA51C WIND VELOCITY WAS TAKEN AS 14G MPH *THE IMPORTANCE - 1� , 1, , 1 1� I -- 30"CORNER BARB @ 4"CONCRETE 5LA5 ON I- �., ,'.: -, I `��, , , � I - � � I-�� '�"-,,� X 1,4 @ MID- EPTH Of 5LA5 V�l:=:_�l------------j ZONES(2)(3) -54 PSF STRUCTURAL STEEL: FACTOR AS I�OO� THE DA51C WIND VELOCITY WAS TAKEN AS 14G MPH 4 THE IMPORTANCE FACTOR AS I�00, = a!I ALL INTERSECTING GRADE w/G'XG"WI AX PROVIDE(2)#5 X GO'l .�:," ,I ,m :"` 91, I�'" ". -92 P5F,-I 06 F5F 0 1 = \ I - -_ I � TE - f WALL FOOTING5-TYP. 1 W I.4 W�W�M. \ *, CORNER BAR5 "I _-�,: �', ,�,��: OVER,6 Mi. VAPOR BARRIER ON 1�_ i i 1, STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE VATH THE LATEST A15C STEEL -1 -,i-lr- I lz�. 1, \ � I 1 -" , . � I In _Tt �, I _:�, - WELL-COMPACTED 501L. (SEE I - I CONSTRUCTION MANUAL AND SHALL CONFORM TO LATEST A5TM A3G 5FECIFICATION5. DOLT5 TO CONFORM TO A5TM DESIGN SOIL EFARING CAPACITY: ` iFo I I \ \ - I I'��_.":_��,1� �:�� 5ECTION5 1`0 ADDITIONAL SLAB - I = I re - - = I - I F- �- 7 R ' �� ' , 1, � A325.ANCHOR BOLTS SHALL CONFORM TO A5TM A307,ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. I I F, I 11 . , , . �, I I - C\j �,, I , ,I o :z - 0? I :��' LF� ' - FO ��,%e% '_-1, REINFORCIN1 �ATA) D I = I �.D 2. ALL CONNECTIONS 5hALL DEVELOP THE 5TRf INGTH Of THE PART BEING CONNECTED,SHOP CONNECTIONS SHALL 13E 00 - _ __ _ _FC I C .= 2 FC \,,\'\" ' 1`r I I - L-:, - � - , I - - %X77...,-.7%...�,�. �., '.',%.*�.,'.*% ,,.*.*..'., , . I ,�:,-� . . I - - - - --------------- " - �:..'j " � " �� I - I (\I WELDED. FIELD CONNECTIONS SHALL BE BOLTED UNLE55 OTHERWISE NOTED ON THE PLAN. � -_ a�l��5! I ------ I 1.1 1 4 1 ; , �. ,\,\\ , ".��", I - -l - �, �,� - Lli '%I , - ��. __ - - - � - � .*.-� . . �` I 1 3. PROVIDE ONE SHOP COAT Of P\U5T-INH1151TIVE PAINT(MINIMUM 3 MIL DP\Y FILM). TOUCH UP ALL ABRASIONS AFTER AT THE TIME Of CONSTRUCTION, A LICENSED ARCHITECT OR REG15TEUD PROFESSIONAL ENGINEER SHALL SUBMIT TO 4 - '�-"-%, . --.. t......,=-I-------__- L 114 1 114 OR 4 L2J4 I OR I CANT. ' F3,0 , I ..", \ I f...-�.,� I _-Tt -TTEP ra-Ird ." - .. I L__I - _� ------------------4- --' ERECTION. APPLY FIELD FINISH PAINT COATS AS SPECIFIED. THE BUILDING OFFICIAL A Lt ,ATTESTING THAT THE 51TE HAS 13EEN OBSERVED AND THE FOUNDATION CONDITIONS I ;� - - fj : 0_/ , --`- . WdICHEVEP 15 GREATER MI I CH EV&15 G REATEP I U_ . ,V.1,�., [�:-�=0 "".1 ca -_'C'BAR 4, SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION OR ERECTION Of STRUCTURAL STEEL, ARE SIMILAR TO TH05E UPON WHICH THE DE51GN 15 BASED. -OU JW.k.:1 3G`5Q, CONC� 12'-O" 2'-G' 1-411 1 * 1� ----FC:GROUTED ELL 5LAE,@ f,f�F, , _� �� .,... I'- - , :E I , , �,�- 'E'5AF -IT ml � M�a , U--i, I '� M,O� �= �'%%_ I I LOCATION-TYP 5"CMU � ".::.j i - C5 �' �"."" 2120 "i TOP 5A IFY : VER.1 FY L' d I` I �=.... - � � T(P BAR PREFABRICATED WOOD TRUSSES: 9 �n I :�,`1.1;�::.:i f:::, - '%',** � W1 1#5 @ 40 �.� I * � SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ThE'TRU55 PLATE IN5TITUTE"(T.P.I.), LATEST S��I 1"941 W/Mf I\R"') ".,"'..'. � , .", �D l � '. �.,... � .:� , .. I L�j! LLJ ,,".. I C/C MAk IN G OUTED 1: I I :1,4 i I"- I -- : > � . ��. �'. �,:.� . , ".:'i 11---------I----------� 0- I , . .." - - -77 -_rr - EDITION, TRUSSES TO 13E ERECTED FOLLOWING THE GUIDELINES Of THE T.P.1, PUBLICATION BWT-7G. 5U5MIT LAYOUT � .. " i CELLS r cF�,q � '. � � -- - �Q ____.......... - - ca[%'. �`* 17F-16 ( �- _J-�- .-.� � �-....=-- - - .1, -,._j+ PLAN AND I NDIVI DUAL TRUSS DRAWI NG5 FOR EACH DIP f ERENT TRUSS,51 GNED AND SEALED BY A FLORIDA REGISTERED ; : 9� ; M - _ "...'.11 LAF 24 BAR D ! : n I I I i %:]:, ---- 1'r, R . .I=.._--� 11 - ---------,-- i - -- - - - - - - - -I-_ I_____ -_--- i--'.-..*.-..'.-..',-..'.-�.'.-�.'.-�".-....._.... _.." -_ B01T 50TTOM BAR � = I -�_ ; - � jjL= --- I , -5TD.HOOIT5 I I* I ,O 1 , ,, PROFESSIONAL ENGINEEK, FOR APPROVAL BY STRUCTURAL ENGINEER PRIOR TO FABRICATION. - xmv*'� ,a I - � I I � I 77771-1-1 I - f �1 - __�_ � __--- i �.;�t-,.t-�� - 5TIRRUP5,65'SCHEDULE I DE51GN THE WOOD TRU55E5 AND PROVIDE CALCULATIONS FORTHE FOLLOWING LOAD CASES: i : I-- ._� .`-.-""`.I---....*4* _�_ I I/2'COVEPALL5DE5 n ------�-------------1, I -��32' FC - I� ROOF GRAVITY: TOP CHORD LIVE LOAD= 30 P5f : ; CIA: `x I Gil P,1.F� � TE:8"T.E, wl 1#5 - __1 `.'.* *L�**" i F3.01 CONC� COLx/(4)#5 CONT.,5EF SECT, 5/A2 2 FU FO re L2!p_ _ FO 't 4-- Ll L2________::d TOP CHORD DEAD LOAD= 15 P5f VERT 4#3 5TIRRUP5 @ COMPLIES wl 2004 � V EAR5 ARZ TOP 5AK5 AT NON-OWNUOU5 END5. 50T CHORD DEAD LOAD= I 0 P5F I t-41' 41,C/C_Typ� OF 1 12'-8' FDC �802�� bil 4l-I` �ij Gil Gl-4il 21 G" 41-2` ,51' : 'E'BAR5 ARE TOP BAR5 OVER RIGHT INTERJOK 5UPPORT5, 2� ALL TRUSS TOP CHORD TO BE Mft 2"X 4"GENERAL CONTRACTOR TO PROVIDE PERMANENT LATERAL BRACING OF - --- --.--- L 21 I I I 11 11 It I M 0. I _________/� M 0. I �I-�, TOP BAR5 CAI LED FOP,A5 COWINUOU5,MEN 5PLICED,5HALL BE 5PUCED IN III E Mi DDLE THlPD OF TME 5PAN. THE BOTTOM CHORD AND THE WEB MEMBERS IN ACCORDANCE WITH RECOMMENDATIONS Of T�P.I. WWT-7G AND THE L_ 141-Olf -4__ G'-O!' VL'RjFY1w/Mfp, 8i-I 01I V f RI FY W/M f R, G'-I i ; REQUIREMENTS Off THE INDIVIDUAL TRU55 DESIGNS. SUBMIT PERMANENT BRACING PLAN FOR APPROVAL BY ENGINEER - - I I 11 � PRIOR TO ERECTION. GIRDER TRU55E5 TO BE BOLTED TOGETHER WITH 1/2"O BOLTS AT 24"C/C AT TOP CHORD, �________________ 34'-1 O'OVERALL BLDG. DIM� _� BOTTOM CHORD, AND WEB MEMBERS,GENERAL CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS BY A i �� ffLOR.IDA REG15TEUD PROFESSIONAL ENGINEER FOR ALL TRUSS TO TRU55 CONNECTIONS, Namjoaqu-81M pongo'..---..--...----------------------,-�-.----,-,--,-,-,----.---�-,-,--------------------.-,------,-�---�-,�-,-------,--�,----�-��--�-�-----------__________________________________..______1-------1----------.-----I- """""i"II111I1I1111 TIE BEAMS: SCALE: 1/4" i P-O' I-- . ACCORDING TO THE FLORIDA BUILDING CODE,THE TIE 13EAM SHALL BE CONTINUOUS, CONTINUITY Of REINFORCING " - . - .1 I �, - I- - , - I-, ..___ �, �, � - �, , I . � �, - � I � 1. �_ -� , _,�_�.��, " -1` � � " - " ., , I - � �:,,�,:,�_,%- ': �_� � _�,,:1`1''� , , . ,� �� ` .::.",-"�:�.- - , �, 'I.I� ��,"��.��-.��.,--��:.,:� 1��,��:"_ - -�� _,��,��,�� SHALL BE PROVIDED BY LAPPING SPLICES NOT LE55 THAN 30 INCHES.CONTINUITY AT CORNERS TO BE PROVIDED BY �, ,:� " -,, , " " , - � ,� ,,�� , ,�_, ,�,_:� �- I -I :",-,� , � __ �, - .�, � � :,.:� �. .1 � , � �-,'�z:"�,-,, �. -1.1 11�%�111_ - -,�11_'V� I,�.',, .� � �1:�::-_ ,��:�,��,_.:,"'. ".:�,'�I -,,,,, .�I'�- ""' "�_ -,-,� --'-,1��-',,�::_�,,� -,,-v,,� 4 BENT B P\5 HI H _��,�-,:I,".�,:�,",'�, . -� I I 1, �:', : I�:� : I`,� �� - " � . ,.e, , BENDING TWO EARS FROM EACH DIRECTION AROUND THE CORNERS, 30 INCHES OR BYADDING 2 5 A W C I , , . .� q,.,. I-� .. � , - - 11� I .-------.-----�,_ EXTENDS 30 INCHES IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMNS SHALL BE PROVIDED CONTINUING , I � I , = TYP�TRUSS: G= 1570 LEIS, U=-1 594 L55 -. ,'""'C�01 HORIZONTAL RE INFORCEMENT THROUGH COLUMNS BY BENDING HORIZONTAL REINFORCEMENT IN THE COLUMN A UPLIff= 3,3k, DL+LL= 4.Ok TYPICAL TRU55: NuVue NVHTA-I 2H STRAP: (I 0) I Odx I-1/2'NAIL5 '--- 5TD.90*H00r\ D15TANCE Off I 5 INCHES. UBE NUVUE NV358-20 __1 IN STRAP, (G) I Od X I-1/2"NAILS IN BEAT UPLIFT CAF=2078 L55 USE NUVUE NV358-20 � W SPLICING SHALL SEE NOTE TH15 51`IT� f CONTROL JOINTS: I NOA#08-0325.02(05/13)TYP. EXCEPT GIRDER TRU55E5 SEE NOTE TH15 5HT. NOT BE LE55 THAN �- 7-O`OFFSET 21-01 21 Oil 7-CPOff5ET - _ THE LARGER BAR, FOP,CONSTRUCTION JOINTS IN BLABS ON FILL REFER TO BLABS ON FILL SECTION AND COORDINATE WITH T � , TYF� 1__/_[ZONE5 2�3: 3-0"EDGE� R,IDGE ZONE� NET UPLIFT-54 P5F1 I _ ARCHITECTURE, FOR BEAMS PROVIDE BULKHEADS AT MID-5PAN Of BEAM,AND PROVIDE BEAM POCKET. 4"DEEP X 2/3 1 _____ - I , I I . � , , I�-- J �,,��,�'�'-.I'�.�, ..1�,�,I.1� I I I - � COLUMN SIZE,REINFG,� I � . . . I - - - - -- , - - I-' �,,�11. .11, - , , I i I I " 1.�, I 11 .11, �. - 11 I I 11 I I .I.-._%.��I��, _� 1.1.1, ..�%_"_.. �. I N '. ,_1 . 11 __ I .."�_,��_�,�,�.".��.11 I-�_,_�.._1��11_,I � . � I CONC.STRENGTH AS NOTED D-5PAN - I 11 , - � I 1��, 1. 11 � - -- I �I I - - I- - %-I"�. 1� ,� � � _'� % I I � - � I � � - � . 41- -_ � I � . . � '' , _� - � I I . I I . � I� � � � - � I � I I I -__L_rj,___L_ �, , , , , , , I I. I . ., � . I - I � � . . . � . . I I � - I � I � . - , , , , , - . . . , . , � - , . .,,� .".1 �. 1. � ,�� .., � 11 1- 1, `�., , , - - � - - I - I . I I I I - I I . I . � � - � I I , , � . � , � � � .1 - - - � � - I LOCATION OF SLAB,AND PROVIDE A CONTINUOUS SHEAR KEY, CENTERED IN THE SLAB FACE. PROVIDE EXP05ED - 1� - I � I � � - .''' -%,_ ��, �I.''�,:��,.,. �-I. -,�--,� �,�--� 11. 11, _� 'I , � .I,I...I �:�7'��f 7/:,,:,� 5PLICF THE REINFORCING FOR A CLA55"C"TEN51ON LAP SPLICE, FOR 5LAB5, PROVIDE BULKHEADS AT A MI , I I _-7-_� ---__1 - I � . - I� � I I I ., � � . I I, . - 7777` 1 1 � I� � --.___ . . . , , I � � � I - \, I 1�1,�,�,��,�� . . . �I''. 11 �_�,� _-�-.� ,I , - , ,I, I,�1. � I.. '' , 11 1� - - - - � . I 11�- .11 .1''. 7. 1 1 . � . I I DE h BEAM X 2/3 WIDTH Of BEAM,CENTERED IN THE EFAM, PROVIDE EXP05ED REINFORCING TO A � � � � I� - , , , , I I � - - - I I - I� � I , I[� �': ,11 I� I'll-1� � ��.11 I 11 I-,�� ..11,11111,I I 1�11'' �-�'��-_��cl_��:-:1�111.�'� .,, ,�%, - �,�"." " - ..� I",I�-,,I'. -,:-"'' ,I'" "' - .:-,�%� I , , � � � , � � , � , �� - ,.� .� 1.�, �� - I�.� .I - � �, �_,_� I , -. I - - ___ I�� , I . . -�L� . : , . � I � I �,��,�� I . I I - . . I I � I I . ,��,'�' - - �, "I I-N, 11 1�_" 1_� - . - � . .1 . - . - . � '� - 11 .1 - .I- � - _,� 1�._ .I..1- � � �_,-��_I�,.-. �, , , :',,_.� , - - � -- ��-, � - I . - � �, ,�', ,..-. I I � I - -1-11 S"'"_��:��%:� .� I - -,:.-. � �:_ , � _,� %,,�_ , I . . I � - � I- � �, , � , � � � , � � I � � - I 1. . - - - � � . . I I I I I I I I- - � .� I 11 � � - I , - - I � � � . .. I I � , -I , -I--- , , I I I . - � � � � I . I . . I , ,��,-.1 ,�� I I � :I P--, -,�': %- � � � - � - - � � � �, _% " , " � -TB� � �� , ..� ` "-':1, ,."--'. � , , � - � IN COLUMN SCHEDULE- I �1_1 . - � -_� ,':�,�].':':, � � , I - � ��.i�) ,-I � - . � . - ��_�-�-� - � . , I . I � ,. � - '' - '' - . I . . . � ;_�� , . . . � � j , � . - , , . I I I I � . I � I � . I I I . I , . .� , - - ., � I . �:�: � � I , . I . . . . I � V� .. I � . � � � -�, r'.-..' .., � �4 4 , . . � 1 . . . - - �%�_�-.-�_-.%-� FOR COL,TIES,SEE TYPICAL N ING STEEL TO SPLICE THE REINFORCING, CONTRACTOR TO SUBMIT, FOR APPROVAL, LOCATION5 Of 11 I � ,�. . 1.1 I ,:,.1,--� I� :��..�.,-_,� . . I I- � 11 �� - � I 11 I I � � � � � � I I t. � , "- � -1 � � - � �� . -11 '-- -, I #� .� � , 1, �-11 �JIM 11 . � '[1111t1l f J1 � , I - � I##_f-" a _1 - -1%I U'111 [__ J11 r I Ild � I I I I I I . I I . I � , , , I � I I I � I I � �- -1-1,11.11, , �., . 1... - - �''.� I.- � . ,_ � _ , � 1, - - - '' - 1. I 11 - - - 11 11 - � - I I I I .1-.1 I�.� .11 I� -� .,-,,�, COLUMN DETAILS. BULKHEADS FOR ALL STRUCTURAL ELEMENTS THROUGHOUT JOB, PRIOR TO COMMENCEMENT OF ANY WORK. - - -- -- __�__ .��__�;.��.�__��. � _':7�",�,7 - . :,�,��_ I � �] -7.,�,��,_�� , , _ _ � -1. ,1,- ."-�- .,� . -\-,-%,��'-_ � . - .. �__� - , , . � � I I � . . � � I I I � I �__-.__�'�: ,�- . ,. -,, . % 1. ,% �1, "I- - � - .� - I . I - �� ,- I , � " ��,_-_ %�:,��,�",�-� , �--,- ,-.�-.%� .. %� : /%.- % - I. I�" �%16�, -��'::`,.�" �,:'.".� � ,---.-,-----.---.-----�------�------------�--��-------,--------------\- -i,� �, �,.,�_,� 11 - I . �, - � - - - - �1_- � 11. 1 � �. . . � ,-�_. -�:,.".%,�- , - -, - � ��,.-:��.,�,�,�.�,� -� .11 I . I. . . � - - - , ---17- .11 � I .1, �, I'l-I .,.��.�,,,�'-, - �,�'��-,-"� _c� EXCAVATIONS: :. ,-: ,�'.%� �,:,.,.,�',� , ." _-_., __ _ U-1 �1'1 � - 1'%,%_� , -.�'�-, I -'..:-::� . �, -1. . . ��,� ,. .1 -�`, � ,-,, .� . '\ - , ,� �1,_,_�,'" ,-,� --,-,,��.,%, .�":-.".-�-,.�," n GENERAL CONTRACTOR,NOT TO EXCAVATE ADJACENT TO OR NEAR NEW STRUCTURES AfTER THEY HAVE BEEN , � -- - I I '_ � .1 � .� . - � . ,� .- , � I � 1. 1. 11 .. - . -, _.�� I 1 - I - . , '' '' '' , , ��____ __x I ,.��, I I,- I-- .1,� �, ."� I- �I% - I'� ." �- ''.�.,1��"_._,�, .,, - - _'.-�,�.1�.-�,�-'"'"..I.,I - x - x - x - x I - � , � . . . . �e, � � I I _�� I , , �- .. - --__� I I I � I /. �' , , '' _ �_ , , � , � , ,�� . .��,"- , ,. . I� - , - _F� �'_ , 11 I I I 0- I I x. 1., I . � `4�``��, �2 � , . , I � �.� , - � - - -� �� - .1 � - - . __1 1, . I � . . � , � . - ± ___ - - I - I ,',�.".J," __ - __ - - - - � ,N.- - - - - _�, _�� - - �� - . .. � . I � . � Ill\ -�� 11 -11 . , I 9 - - - .- - - - ___� � � -,/ - I � - � . - I I 111'� � � � - � � � . , , � , , � � � I � , ,�_- � � . I . I I . , � � � � I , . �I-1,��'-, I, � ��,-�'-- _�.�.��;,N:," 'I" . �. �' ,." � \ - (Z+ KUVV b I T) I - .. - . � � - - - ,��,�.�",11, 1,r, ",",",� -- C�l ED CONSTRUCTED. EXCAVATIONS FOR UTILITIES ADJACENT TO OR NEAR NEW STRUCTURES TO BE COMPLETED BEFORE THE I I I . � I I , , , 'I,(- �,�� -�, , -- LU . �-" OITT CHORD BRACING . I I � , � :4 , � ,� �'�-', I -- 1-1- I � �� F` - - ) x 11 - 11�) "''' I- 6 , � I I I I , , _N4 1. - I.,�-, , --'_,.:"_"_ ---, = 0 NEW STRUCTURES ARf CONSTRUCTED.COORDINATE ALL UTILITIES WITH STRUCTURAL DRAWINGS G L . I I " , �j - � , , � � � I . I I - I"I-% . ._-, "''I � -�. I I'll " - I I � I - , , '0 `- , .-�_.,�� . . . � --I I 1=1 I =1 I��-_.I 1, = � 0 . ENERA - I � , " ,- I . . . . , , � ,I�-- ,.,� , - _��%_'�r 1_1 - - - I I I�I I I I .11 ,�:.�0�1 - ,� -:� � - I - I -, ., , - co� U M " -, 1, � . ,�,� I I .�. I - -� -, �1-'�:��.--�_ -�:��: 2) 1( I � I 1 . 1- 1 I � _� _1 I � �:" ,::�,:, �\,�I:El I I I p=1 I r C:1 CONTRACTOR 15 SOLE LY RESPONSIBLE FOP,THE 13RACING AND LATERAL SUPPORT,AND Of MAINTAINING THE INTEGRITY I I . - . I � , , ,��'--� � I / � I� �_� , 11 I I . I I I , , ,, '". :,�� - , v��:��-, � I I I r a NAILS EA.TRUI55 E5� 1 _� � � I ,, I 11,10 "'' - , , -, - � = l � � � � I � I � . ��:��,��-�� -I - . I . _ - ._� �_� ".1-1- _� � I , Ln , � I � � I"��-��%�-,�%��.,- �:��,' _'�% , n n- , , I �, - � � - - � � ,�, ..- 1� 1.-1 - -- --�" 1. I �, i 1-11 =I r _7�..�-t ------T� - , I , - - - � , � I- - � - � . - �-,.L!� ._ -------- � � � I - I I � �, � �,�: , �-��"_:-��,�- , � � � � � , . � , :.�:,.. -- � I ,:,�.t_ . I I - , 'l.t _-, , - I . I I ,I . \ I � � I ,-- i � . � � � I I I - - ` ,_%�:��.'. . -,.%_- �-�:-, - . - :!s , - � � I I I � - � � I I � , � , � , � . .. I I I �� I, �I - ,�7v,�`�I�--,�1��,"I�I, �,., -,-. 1 77777:777777 . I ��-, t I�" , "I , I I � � . ,-, . � , �--I� .I ,,,, , , - I . � - . , - ., ,- 1/11<��''- .� . . �- � � , . ..- 11 , - - _D,,9CP MOOK --, I � , , - � � � - - � , I .� �I,I,� - - - � - , , -. 1,-_I"- I--�.'�,�:�:- -�- I. ��.", -_� - - - --- 51 , . . � , I � ,\ 0 '�� I- . � � . ,1_ _��:, �.,'.�,�'' __ , - , , ., _� ,:�" I" " � � ,. "- - _.\ I 11�1 1��. - I W - . � _:`�`%'��_�� - V ____________________ , , � � � �N I - - I �1 � ",, � ''� � ,� r_, J..,1� , __ ., I .'. . � I N I � .��,,��,�.��,-"�,-.'��-. - `�\, � � OF THE EX15TING STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION, � �:,��'��:',N., I I W/( /� � '.. .,� , , / �- 'k - � � %1, I - . .� I I � I�I-�".-��,�l.,.,IK" . I . 15LOCI I I ..:,�t , II - , . . � - . , . I � - � , - I . � ��: - -/ r , - , i: , L" I � �'>�" ,�__- � � � � , X 4 TOP CH , � , � �!-,:�,�"` . �I�G 9 � / . I , �, \�%,� � , � � C2 � I , . , � � � � � , , � .� - ::�� . � �� .1 ", r . '_ �� .- A - - ,_''". _ _ � � � I I I I - ..,�, _,� .,,._',: .-%. __- " 1.1,��.�. .,� '. -", , '-�.��,�- .��" I . . . - - , . . � _ . , � -11 1 , _�� '\�'I 1-. ,�,-''� �j,� % ED -, I'�,�� ,� �.� �� __ ___.. .1 _:,� �%� I , � X.'_I��1�� . " - I � . I'll, 11 -I.--I : ..: -, �, ALL HIP5 AND RtDGE5-TYP,� I I, I , , ", � 11 � _?,:� � ��_ �:�_��:�, �'' ..�,_, , I � _ __ ,, - , , '_�, I , ��,_�.'_ � .,,,-,,. . \ - - -- , I I /' , �' .- _,.�� I ,I .� - � � � - � .-, I��,��" ", .% 1,�", -.., - . � ""., __ . I . , -.-1, , '�, , , � . � , ,, I, .�,�, . I ��,` � I FOOTING SIZE 4 SHOP DRAWINGS: , " ' '. � I I � I �. I . � , 7�7-,�'-"_-'�-','��'�'�� ,��,�_'%�` , � �, , - � � I I � I I � . - I � I I , , - , , � , . � _ --.-- � � � � - � . . . . . . . , - I ,1 N 11 I I � � .1 -, - -�-,.___--_.". ,�-'-�.'�z '.�-, - �-.��" -- I ._ '. - -�,�� . __7777��-' .A_ ______'V-,� I . . . �I � I - I- �. . . I I . - I I I .� -,-, 1.� r �, `.:� ;,,-, -,�� _�,,� �� I . � �r �, � . I � ,,. - , ��,1,�,�. , I , '� ,-_-,i� _, "-- I I - � . �,��,�-�. I �� I� �� I � I I 0 1 1.�1 I .� �I,�11.,.:,, � � . - - " ,.� -�,:.�� `:�- 1 -�I,11 ,,�,� �� I I I� �I I. I I. , � -: I-.��11 I I 11-�._ I I I� "� ,�, 1� "I - 11__�_',.�", ,, I I.I- - _-__ _ ., , . -11 I 1� .-� REINPG,AS NO SHOP DRAWINGS SHALL BE SUBMITTED FOP,ARCHITECT/ENGINEER5 REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED , 1�'Ir.��,'111-1�. I �,-��-��:��.-,:-��,,��' I , �- �, , - .�,�,� �,"� ", -- - I- . I I� �-�,�%/ . � �-�, , - :�� 'r _,�Ilr.L...�_,��'�, � = l � _ I . I \,� , "I � . I . . . I I . ;0C- , .1 - / � , -'- - ,�,� � _ _ � . ., ��I - , , . I - - .. 1. 11 � CIO i , , I - � - .- '_ �% . Q) � ,:, , - � �� l � , . . I . � � -, I -- I I - �: �I � I ,'� , - , [� � _-�"_':�" � - , , 1 - - - ,� . , � 0, , - ; , , '' - I I . I I �� ,. ,� ,, �_':�, � �/ � ��. - AND NOTED FOP,CONSTRUCTION METHOD, DIMENSIONING,AND OTHER TRADE REQUI M NT5 Y TH CONT 0 ��I 11, � I \ �� 1� "��1. � I.." , � I� 1 I I�:-,�,_��, I I - , ,:�, , ,, �, 1,� -A 11 --------�_ SCHEDULED. , , . � . r .I . , _� " I I - a�::�:,.��, ��'��,��',�-��.�-"�",.��,��.,�"'-. �_��, , � r � I , - .. .1 I I �"�-.,_(") �. � , ,I I- �. . . . . . , , , � � I � . � , � , - � , . , � I I `�"" �, '_ `-, I I - 11 - - - - , _:�� ', I , . 1z . . � I\- N I L � /�_�-:�': `�� : I I e �_ - - %, ,, _� , � �__ � , "� � "''. I , . � �,� I __ RE If 13 If PACT P, - I � . 1, -� I � � -.:,.",," ,::, .1 -� � I ,' ' ,�' , ,� - . - - 10 � ,�, I - - , , , ,.� '� _� ��%'_ - , :1 N :",'� � I \ 0 , , �I�,`a, ,, , :�:` ,--"/ I v . z 1.�-I�,.'�-1�'. -7 "� � . Ili �� - � .,, ./,:� � ,I . .I-� - I.I"I.�,, I: � � �� . - - _- - , - - , ,--� ,,I I � I 1. ': -�:�,� I - � I .. . 3\ � � � i � .�� , � -�.�,I,\ I I I . I - r � ,��, �I. . .� I 1.-I., - . - - A , , � -'' . AND STAMPED WITH THE CONTRACTORS APPROVAL SEAL. ENGINEER ASSUMES NO RE5FON51DILITY FOR DIMENSIONS, 1 , I . I . � I � I- � , I � -!L��- - -----------+ -I- , , I I I \%�:,-�' -�:,'�-,� . . - . - - , , - '' I - ,- - ''1, I � , 21 i `:, -, .,��-. ":.3�'..,_ , , , � � ''" , - _%,- _11 - �-.�-- -, " �� -.1 .1 ,� -- �-%11." - -------/- , - � - , , � I I . . � . _. "I��'.�- 1, I�.1 � , , - QUANTITIES, ERRORS OR CMI55ION5,AS A RESULT Of CHECKING AND REVIEWING ANY SHOP DPAWING5. ANY ERRORS � ::-� :��%,-, I ,-�'11� � ,�-t,\ ,��j'.,.., ,:, � 'I '' . liv, � / 1 � I-% I., �-�- -- .'',I -, ", ,-�,� ,�:,_' '61-1- -1- .\ I I I 0 I 11 .1 - ',.I , I-.1,_.,�,��.,,,,'.,.'�%.-,',�I �/ - - � � I, 41 Oil I \1�� . _-Ir , - .�"..�__ 1- I.,I` I -i . . I � � � I ''I I I i� �",1"� _ -`-�. 11 j'1__] _ � 1� I .l-,� I , �__' , �� I� � ,"", . . I Q -� ,�:]4:� �:��:��I�- ��., �1- , � 5:12 SLOPE 1 4 1�1-,-($oZ�, OR OMI55ION5 MUST 13E MADE GOOD 15Y CONTRACTOR, IRRESPECTIVE Of RECEIPT, CHECKING OR REVIEW Of _1 � , , I ) 1 5�1 2 SLOPE I I I "', I I I \11' . .- �. , � �, .\ I I /� , -, , . , I � � I I I .� . . I � � . - � � E - . �- - I - � . - . , I . .� �. �' ,��'-�� . - ,.1_1 2x_ � �.,?M NL r- V /�"� - I � ., I . ,-r-' '../ 'I , I 1, .,�"�� NJ�5� DRAWINGS 13Y ENGINEER,AND EVEN THOUGH WORK DONE IN ACCORDANCE WITH SUCH SHOP DRAWINGS. 11 : - I I 1 : :�,-�� .. � , CING 51!f OT An - I_, 1. .� I I - 11.1 I � 1. ''I I'll- -�, I . . I L � .: � . � ,t I � � -,� - ,,!�. �, L _�� - 1, � . . � � , I . I _ I - . , � , I I � /___ - '' -, 6 � I , � 1-- , 1. .�- I I �- � �1, I 11, I-_ - I � --" , '',.��,�,.�i.,.., ,� , %11,��,_�%,� �%,.,-.� �, 11"�%,1�.�� _-,I I_V�,'_,�.,�'_ �,1_1 .��''.. .I ,I . .,�`�`"" �� '.' I . �� . \ . � . - �, _ __T _11�, .:%��_ 70. conevole column I& Footing Retail . � _,' �,-� , -, - .'', � � ,� , , -'' I � � , I I � . I - � I - 1, "I - I � 1,�. ��,� : ,-:1 , - - I:- � . -, - � ". . �� __.�� , �_ I �, .I�. -�, :.: -. , :,��. , I - .., - ' . _%"_.� 11 (, �.�..� I ----,,-' . , 1.� , I - 11 : '� , � � - ,,� ��_�:�:�, "I I ." " �' �� I I �__,_ .. - �:� � � " ' . I - C �. I � . . . � - I � I I I I , ,�, , I . � � � , , , - � I �, _ _ , � . . _. - � � " - - 5hOR,ING AND RE-5hORING: ,..'�,�_?, . � .��,,-�, ,"_ , ., , I , . � - _/ - I . : :,�,:�%",_�.,. � � _ ., '-:_ _-_w,� ��. ,,-� -.., �, �. -� I''I " I ,, , 1. "1� -I�.I ..., ��-_, � I - I �,��-� .�'- � \._1 '� " , � � . , � . , i,%` �, j I 'I I- I - , ,� , I - / Ili , , :��,-,�--�-�-�-` . . . " , "'" ,'' : , � , , � I I 1 � . __ � - ,��, - I � ,� 1, �__ I ,',,-'- ��-�:�.-'.��_-,'._" - - '.�� - , , I - , , I .,��" . � - , -� , " , , , - - .,...�I-.C> � . - " ,," ��", ,- , I I I , � �� -�.- -. . .� I I \,", i�","'.- � �, , I �i, , , , " ,, ,, , , - I'- � - - I 11�� , : - -�.., , �. ., _� �. . ,. . � -, _1 � -,.,- ...-, , - J_ - - --- I .,.�,� � � - _ _ , � " I - � . 1 - � � . , I ��,-. �� I, n �"r��:-�,�_��-,' _��:"�%__�,�,',_� ,, -,� ��",,'' �, I'-�_�I I�. I� " I-1" I 1.��% ._'. ",_� � _ '��_�'�'.'�%.`�"`.", � , 11 _� A=LONGITUDINAL CONTRACTOR WILL PROVIDE SHORING AND RE-5HORING DRAWING,ALONG WTH PE-5HORJNG SCHEDULE FOP,ALL . . �� I"- - - -.' , . , _ - -1, � - - . , I ':� '- - - -:. � .�'_." -.,�� .�11.,�,- I � ,%� ..,_ . - - - �I,-,, 1� p �_ -�- I-�� .-, �1_., .., _I I. I 1_1,I. ."��% 1 .47 � -, , �,,. � ,� ,"�- ", - .,�� . (n I � -- .� ., .,� B=TWEIVEREIE �z I\��.. I � I I� . I I I I� , , . . . . � - � . , - , ' , 6.��_,:":.,-. . �� " ', , �.-, . - , � 1 I � � - _ , , . . . � - - , - - - - � I - � :D , , , � I I / � -,''' �-- � - I 1.�� - � . 0-/ I- '..,,,,:,"__,-,, - I _':-`� - I � . '' , ��,.�. � _� v__ DRAWINGS TO BE SIGNED AND SEALED BY A FLORIDA REG15TEPED PROFESSIONAL CIVIL OR.STRUCTURAL ENGINEER,FOR � , - , - I � . � , � - � 9 ,:�.�1. I I I ','I I'.,I,,� I ��,. ��-%.�,.% I�� 1� , , ,, . ,.-I ,.,?��, �:��. b - . ELEVATED STRUCTURAL COMPONENTS, INCLUDING BUT NOT LIMITED TO: BEAMS,SLABS, AND PRECAST JOISTS. , ,.""`,I �� 1,_ I . � 11 �. � I �1111 -.�%� . . , 11-, - ,. I,, "" �, _,�`�"�,"�" , �:.�,_�__� 'l��',�.,_�.., ...�-.,_. � I . - �, - . . . I , --- - , ` : 0z � � ..1 . - - . ,.�._:,% - %�..�.,�--, n_/ __� - -� '� , i�� N , --%. ,-,. :�-,� I n _ I I , , �_I. � n I- _ _ I , , �L� , 'Sheduge ,�. . � I I I 1� _. -� , -:�,.,_I-",,"" ------------L Maling G , . . ::� I " ,__:�...... � . I �" �`�':,� �' ` I I �, � - I - � , 1 , �,, , _� " , I I , ,��: �%��,'� , , - ,� __-� li� U-i . �",�,. REINFORCING TOP,REINfOPCINIG RE MARKS 1, .�,�_ , f� _� � ) 11 " ?'',�. . . . . . ::-� � , � I , � , I Ill - I I ,- �1_ � I- _+__ - - ___ U_j .,�- -... � - '."- �-, ,��',��_�-� � C�l _ _ _ - ��-,- '' , ___ REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER, NO ELEVATED WORK MAY PROCEED �"�� -- I , I I I, , � , � ........._+ 1: 7�7- - MARK 51ZE PEPT d - , � , , , , A,_ - - �I.-�.%�.,��,�., 1. , 0 , , E� '' , - �- .,�_�:_:.__,��,%',I�,.1"..�, -�.-�,�:: - ,%�",� I Ez- III - �.%'��,.�'��I A 5 C I �" I I � >:".,�, � , " �::��,�:�-`�I�< - � _",�. ..'NuVuld NV51 tGr I RA�`1�' .1 " I , I , � , D WITHOUT TH15 SUBMITTAL AND ITS APPROVAL BY ARCHITECT AND ENGINEER, I , - � 0 / � , I ��_�' - I - - . I - " , , '' "I � I 1. I t:, � �'' � I 1�� ".-� , �-,'--,% 1.D � . - � �, -�� , � , . , \ �'D �.,,---,----�, b ____ I - I, , � , �=11 1�1,�� -'�,�,.�'�j ., I '."'.',I I .''_ r , ,".". Iz? �-,��-�-�.��, , I , , : - . I I , �� ,%, I I - I . - . - � . � '. , -, ', , " , - - I � � , '' I , - I ..- �'�, I j 1. - - , I �-.,-,i."I.,�I I.- �:, :.,'�'�." , 1�: .I.- , , 1 G 12'XIG' 2#5 tran5v.#4 @ 48"ok-typ. � , cm � , I _>__1 / ,- 15 � \ ..,-��,-,-I i __ ,. - 11 I � B�,��:.� _. ,-- . - , - I , , �11��:�%�. .� , �%\ I'll .�.� - 12' , � , , � � , - � I � � � I I I I I _ .- ..-,� � ,,�� nT ��,- - -, IN 1�j I ,��It.� I- -- � �_.��.%%1%�,"1..�,-_,, I� EL �-�_ .1,�-�:��:�,�, - - _____ _, �, �, I��1,�% '.�% .. "., '.. I,.- ��, � � - _. - .."I - .-. - �� --� TIE � . 45CON� I#5CCN - - THICK.EDGE GENERAL: � I-11 1. � -1-1., I 1. �I - " - , . . � � , , I I . ''. . , - , - - � - -, � -=_��.--, I � � . -I . . I . I . ., � , � . 1. � -I- . .-,� . - . . � . � , � I ." I � . I '' I - � I � - , , . , , , I � , ,- . , � , , .,��J�� - . T,. 1. -1 __� `)_ - C\j , I �::,�� -��-?�:�- �� D � �--��":�, , -_�::�� -'', , C� I 8751 � � � � � , . � � � � , :_ � � � � . � , . � � . �1, I ,� ._.... �, e � ��',1� �: . , -, I , � �-- L_ I � ---I I � �'\ - - __T --- , , 1'."-.� J F__ __ - /l .''', ��.':. � - I I � - . ,- ,-, .11 . _�. "."r .", - :��,.�� 1. - %:,�.:."�'.-,,-�� . '' I - , � - '' . . 11 . �,�.. - � If ANY ERRORS OR,OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS,THE THE WOR, IN � ; �� ,�-, � �"� � � �,�:� �,�' � , - I , I . - - -�, -,--.,' - ,:�_:_-., l-,�,"_-,�. �,__,__,�,,." ". K -�� , 4-��,�,:�,, I T:.�:,�':-'�. , . ,�- � N [1, ��`':- � "' - ,1�i, I I , I :-��,:��.�_. ,.I"�" �, � � . I ��J,��:-?�� ,i:_ � , ,. V � � .� . � , Ill , , I I I ,� �_'.:�. ,'' ,li I '� � , - ., �1�1,"� � � � I I 11�� ,��. '.- ._., ,�,-....`�.--�i"':��,-� I � I I p-_� .,- QUESTION IN THE EVENT THAT THE CONTRACTOR FAIL5 TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FOR,A 11 . ,��P_ - ,..1.,.A._ __ - , '' ''' -.�,, , "I - � )':�_�,�_"�', 1, - , T RACING-, j,11��.,11��%, �1, ..,- - I , �,''.-I _._ % ::: .1 I - ,, 6 , '( I I .,-��,�_,1_11 _.:::��,J ��'.�--� ,��,�,,'-`,,''_� I I. . I . EEe4K OTE ABOVE ' , - -�: - ,��',I I �''-_�:�,''. 11�1111111111111111111111 � I I I- I .1-r ,- J_ - - L2� . I .I-11 I � ,1'__."1""`,%- I 11.1 ,� 1. _L� I RESPONSE, CONTRACTOR 15 RESPONSIBLE fOR,THE RESULTS Of SUCH ERRORS OR OMISSIONS,AND FOR,ALL COSTS I " , 11 �� I I�----f;,- - - _t---t 1-v- ��-,, I - 11� - v- - - ____L - E .1 - ' '. I I , - - - �-I --% ��. I - ,��,_��, �`� - � � - I I 7�:�:��:-�-.-+� : , ", . , - , 711� .,�,_�I- �, I � , I I 11 I- I � I ' -/ � I � - .. �. �\ I � � I .. :��:-�:��.:, �"�/ I I �, I /", ,��-,-",�1. -_. ��. - � . \1, , . ,.% %,�, 11%� '�,:� .� i � - - .1 . . I FOP,RECTIFYING SAME AND fOR,ANY DELAYS OR ANY OTHER,C05T5 INCURRED BY SAME,THE CONTRACTOR SHALL USE I ,1 - � - � - � :,: �. 1�_._, I" -1,�_.,�,1., _11 111-11-1 -- .. I . I,.__ -- �,�,,,�..�- 1�_-_ - 2 X 4 TOP CH6RD ". . I - I ":, ,'.,��'% % �e �I �--/ \�_",, � 1- ___�111.1 - , �.,�_-_..�%, :�::�_*� 1 . Dow Module -� ��'-�.,/"�_:�"�.- �I I /.".�:,�:-�, �,.",1, .,.%�''��I..' .1 . �-/ \`.%--'% ..", ,`� , " -%_ ,�,\ 5LOCKING-TYF� I . THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL,AND ELECTRICAL DRAWINGS TO 11 11 I I I I . , ��%-''� , ,�-- , �- ,_ I ,��./ ,_�� . ' I � . 1, -'_- , I " V_:,*/ ��I �� ,�I I . i�1,I I 1- _ - I` -I. I - �:-�:- 1 -/7777-�77777�77 - I A, :��t ':�.�,"' \' '�,��_' .,-, ,� -�� 1 ,',�� . .N � I � LOCATE DEPRE55ED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGUET5, 13OLT SETTINGS, SLEEVES, I- -- " , " I I I I - - - , - � - - - - ., - , ."'. � . ��_ 1--1-1-1 �\ I., 1. il\` . � I � ��_-- *I-t- .1�1 , -, - -\ -'\ N V FOP `� ' - , ,�'. _ � , '' A"�, � � , � V, ,JACK TRUSSES ONLY: -` -.__"_ _ 1- 4- - ..,.ft/":�""�: ',:"L'.� �:�`" � 1:%-,-,.- � . . , FOR,JACK TRUSSES ONLY: R E I N F 0 R C I IN G 5 T I R,R U P 5 TOP Of 7z,_ , : , I . I : . NuVue NV5TA-I Gh STRAP: __/''...��.,,- A I 4-�,,.-_-- ��'-,��' � ____ N,�, .b � _�,I% �,-:--��., �1_ I �., 11 c NV5TA-I GH STRAP: MARK 5 1 Z E BEAM ELfV. DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT AND ENGINEER BEFORE - - I / ,�,_''. �.-. � I - I %, �., - �,"I ��. "-'_i� - _. ,i : I -1/2'NAIL5 IN 5TRAP -,�- �.".I�I'�I .1 I �,�'��'�"�,%�, �'I., / � f f 7nm =- f \/ _� I � .�1'� ��.."�,�:�.,-.,�-.-:��.----,-.�'��,.-�'.�",:.\ [�, �:,_%��,`�`� \- (8) I Odx I-112'NAILS IN STRAP, PROCEEDING WITH THE WORK. CONTRACTOR TO PROVIDE ADEQUATE TIME fOR.RE5PON51f FROM ARCHITECT/ENGINEER, I - 111-1 I ,� (8) I Odx I I , . _- � '' , " � _ NE(1)NET UPLIFT= 5A P I � - . - I /_. �611�."��,,, � 11 I -, " _� -.1 ��'�- �'� ,� � . �'..,�,,`�_�,� I � - - . �� I � : , , �--�:.',.%..:,. -1/2"NAIL5 IN SEAT __ am.- ......................____ � - � �,I, - � ., ,� '' - , �-��. . � . i, _ . , - - \ 130T. "E' 'C' 512E TYPE SPACING QC , . "� ,�I I , - � -- . , �.:?,� - , TOP � - � ��,_ ,,'��- I - - � .. - ,� � , �_ - . I . ''I __ ___ --------,-�-,----------�---,�-----------�---------------_ ': (G) I Old X I-112" NAIL5 IN 5EAT �-,� -` -� " .- ,�, � . , I v,\.: � . i %-'-, I � � (G) I Old X � �_ __ ___4,'� , _�, � ._-1. ." ".:,_ �'. I , � 1, -- I -, ,.... I��,�,�%.�. I . � :1�,� I . �I I I � - - ,� � -I - - -C/C -2� DATE: 10-11-08 %,�I I ''.I -1, . , � - 1��,� � �.,��'_' \ �, -� 7� UPLIFT CAP=I GG4 LB5 R5-I 87 1 2' 2#G 2#5 - UFLIFT CAP=I GG4 LB5 � _T 7 7�: C? I : - 1�, � � 1 ,��4,�_ #3 [:� @4 V I—— . , , I "I ib t I., , - � " �� ..% . --��I I".-�.��I'.- �� - _________._____ . I , � , 1, I � I ,� �, ''pit I V - I � - .1 - __ - � , - ' -------------__----------------,-------------- �%-,.,'I .- ,.� I X i Ill Ill 11 - , ,� - I. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, % ,, �. -� \ ��: : ��:--.-:-��`.-� NOA#08-0325�02 (05/13) L----------------------------------i _,'��I:_%.-,� "."I 1.11 41i � .,: I , . ; I I � ,� I N�-:1,��:,_.'%11 1:..�_"�--_:�Ill-�-.- �:�,'-,'�,-,:��,:��'��-.�,',��, �%�,�".".��, �� I �.� -__r_7 PROJECT: New 1 Sty SFR 01181TAT FOR HUMA131TV NOA#05-0325�02(05/13) 1 liel �'� ��' 11 11] I I IXIIIII I [ 11 LI-9 "-� � I � � � Y � .., � - I I I ,I 1 � . , , , E�If B 2- � ,'',",",%� .\I,. � - I ;,iioif��,��,-, � � V. - ,_ "'. 11 .1 ' " '' � ' ' ' , � '1� � i' I � � 1, � � , -�� \ ,��6,�,�,�, � �1� - � ,%_1 _��J�'.-A ,� 1. N� �,��\ I � I --,\.-. ��:�--�'-�-�`-"-:�:.�'��,�:.N� � . OF GREATER MIAMI,111C. . I 11,--,%.. I. \ U�*Cl M WIN� IL5 , - � _�� '.��',, .� I _-----------______________---------I-.---- 1�� - - "T , . - - , . � � � , �" - '. ". - 1 2� IN CASE OF DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL PLANS,THE ARCHITECTURAL PLANS " " � ,-,'_�, (" ll I � I I,�, :" , 1 . -N. , - � - � , \ ��:]��'� ,'��7 . - - - .,_ - I I-,'� � ? ��," .- I South Miami, Florida ,, 11_ ",- ,�', � , ---------- _-------.....________,_ � I , , , IT I'll � I - , \\ ED I _:�- ---�:_'_-,� '�� SHALL GOVERN UNLE55 STRENGTH 15 AFFECTED, -",,`�,,'- ,,-,, ,� `RT"-TYPICAL ,., � �:� �1 � I I , � LU T� j9, . �,;��,�;7�_:7 � ��_ , ,_ I�:1, \� � . I , :: �,�,�,.''--�'.-'�� ,- �\ � \ \ � I , � ,l _ . I: � _1� � 0- - � .p I -- ,"'',-� '.1�_ �,_� OWNER: Habitat for Humanity i� � I �! � , �: I 1- I , ," , � -1 I- �, �,_,. �. _ - - 1 i� � � �! � - -,,, . R , ,\��I I .,-,I ��'11,1__��, .,. - ��-.-.� � " ',.� DL= 25p5f, LL=3Op5f ---------1----------------__________1.........-------__ H l � H � �� , '�_��,:� _ �_ ...", ,'.� 3, CONTRACTOR,SHALL BE RESPONSIBLE FOR PROTECTION Of ADJACENT STRUCTURES,5TRFET5 AND SIDEWALKS DL+LL= G05 U35 '.. ,��,�N , "] -�.:�x \\ 9 \� - .. ,., SUPERJMP05ED DE51GI4 LOAD5: � I� I , I LO �,�- ��-,-� I - .� � - � ,��', . �. ,% - ,:.-,��,�-�� 'P., � �'151�1, , .., ?� � ,\�\ NET UP= -G25 U35 ��', r �� \\\ - . l �� " � �� f�,� ,-,, - . l-, I � � - � , . - Anne Manning, Exec. Directo , � . � �: � ____ 11 I - �. � - �., \ I (".1 I I \� � � ,:. - ,----,-,r_ 7 _ i_�, l� I-I . " - I \1 4 __ - ____�_ - - 11[,,�%,��',-�',�,,�'J� " �', '. N�Q�:-�� . DURJNG EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. GENERAL I �� ; �� r I I I . - I I � , , I �� - I. I. � � �� I I ��::� � _____11K � -:---. I 1�'_� ._7,I . I � l� 1 � �� 1 , . . . � � , . ,:, - - - - - - - , , , " 11 � �� .. - .. _ I -:,�, � ,; , � 11-I .- 1 I - 11 - . - , I �-,�., ,.� DE51GN 2-\11ERIA.-V=14G M.P�H., 305 670-2224 � iv � i l; � -5EH NOTE ABOVE n - �, 1, , , ",1� . .%-_".� - .1 � - _---____________1___I------- - � �! � � �3 � _. , '' "K� ''.., \. ,� � . - , �� CONTRACTOR SHALL VEPJfY AND COORDINATE ALL DIMEN51ON5, LINES AND LEVELS Of ARCHITECTURAL,STRUCTURAL, I_rl.� 1_� �,��-�_ ''.:,i Hk % -` I'--, , I - I tii � I 2X4 15PACING I'' " I �� , �''-�- � �:\,-, ,,,�� -� - \ , - ��'��"-... CATEGORY 11, EXP05UPf C, I= I LO . � - � , .. - � - - � , ,� '�,��" REVISIONS: ERPB 1-1 3-09 - I I - . � . . . , � , � I I I .1 __ � - - ___ - - �\ I_.. , '.-�,�'..- , . �. , MECHANICAL AND ELECTPJCAL DRAWINGS FOR SIZE,SHAPE,WEIGHT AND LOCATION OF EQUIPMENT, SLAB, ROOF,WALL ______----------___.__1___��-----.,-.-,�-�-�-11----------- , "" ,"' ,:[[. .%4_� I I ��-�\._, �, _ : _ 1 �`�!, ;�.�' � � I� , � . I 1, �� , . � . " I , � � � � - - - �� I � � - . I � I -- -� I � � - - , I_\- I - I � . - . � . . . I � � 1,�"_.�� ,-,��I� - - � ,",�.� ��_ �-., � � �� _1 ��, , - � - � � I� - ��: 380OM22AVINUE ROOF DEAD LOAD= 25 p,5f - � � .I , 1&�.�"..I.. . ,". � �1��'. �1. 1, ,� �". ROOF NOTE5� -------------------------��-----------------�-�-�------------�. �- - .- - �\. . . . E;� __� I I-I, 1� �,I�., -- I ,-, .,V.� � ,�'..' '. -\I'- - � -\`\2- �� z , � I I I - ____ - __ - � � � AND BEAM OPENINGS OR PENETRATIONS. I . � I - , '. ' -. I , , 11 � � 13111A FLORIDA 331U ROOF LIVE LOAD= 30 p_qf �_'%�_-�-�"�- ------- - �� I , � I � �, ., . . � - - ". , 1 �''_.-%� I ROOf 5HEATHING-UNDLOCKED - , � , � � - - - . � , , I I I I � I � I I I I I - - . I I � , ,f, , � . I - 11 � _ I � I , I , I , ,I ��] J,.I�, � I I I � � � - - -.., , �" , 7��_--7-'-'7 . I I I . � � �I - - �-, .1, r � , I . . . . � -I-* . , � I -1 -I I it�J I�[4-1 I I I ,I,� � ._�,�__,.�_I I � I I � . "I , _____ , , � . . I .. I I -I.11, -t I.I I TIAPHRAGM;HIP ROOF5 PROVIDE MIN. 305-636-0792 � . . . �.�� ,%- ------___ , . _. - �� '-,�_ �7-7 1 4�THE USE OF SCALE TO 013TAIN DIMEN51ON5 NOT SHOWN ON THESE PLANS 15 5TRjCTLY FORBIDDEN. THE ENGINEER 11111-11-1-1----------------_________-�----____________ , _'��I:, I I I I 11 - " � _ � � � � . I . LIA itt , NET ROOF UPLIFT SEE PLAN �,�_ � , . � � . ,-7�-1__,�-_��.�m_y/�_-�,-"�` ' I , I I [11 �, ,� � 1, � 1, , � , � 11 I I - �11 �I I 1_1 . I,�, .�111�� .1. , � , , � , % %,` � -,I , .,.- � � ��, --- ` �'. -1 � 1 , �` ` �' ".I , , ". . - , ,.� 1� ,-,1.I I I��I . _��.-�,� �, Im I I I I I � I I . . I � � . I I - . . � -1 - , , ..--1,"" .,��_:."�,�%_�_,�," �. .�-.1,�,- CONTINUOU5 OVER 2 OR MORE 5PAN5 5, CONTRACTOR TO LOCATE ALL EX15TING UTILITIES PRIOR TO EXCAVATION. REROUTE THE UTILITY LINES TO ----,--------,-----------------�---",--,--------------- r 1%I�.��.I,- �, I."�%.,.%_��.._�� ', . ''�I_�.,�'..,1�,1.1. 1�'_ �� , :� - � I - � , �1 , , � . � 1.�11 - . - I ." 11 11.11 .. .-, - 'I- 1,� _ -, �� ,��[�:,:� � .%_1 I . ". ��% TENDICULARTO I , � , � � I I � . � , , , I Ik-, � . . . . � I WITH FACE GRAIN PEP - I,.,.. .1.I �, .�, I 1_�,� I - I I I,�,�_�",''.��'. .,.�.%�,%_�,,��: �,::� � ��:..�%-" .,",-_.",�, . ACCOMODATE NEW CONSTRUCTION, , , I . . �- - - � - � � , � �, I 1� , , - - - -. I � -I ;le, , -_�m__-�� - I ,�'�, I, �, , .,�', I '1� 51JPPOIPU5. PLYWOOD PANEL-5 5HALL 15E - �,,-%-1%.:��I �I -I� I I I _�?:'��', _,.?:� r.1�.�%' .)�-.,.1'1� -"1% .,��%'flw_:�I�' . , , -, ;�� ,�,%,�,��,_: - , , ,�' � , ''I " ,"I." -1 " . , � � , - � I 5/32'5HEATHING RATED FOR EXP. 1, --------1------,.----��.--------..-------�-------,----..- ��,� � . I __ ��:� ,�qr�-?-`� I, I.`,,.�'.�,_1�"- ,- I -1 11- - '1'1�1_ � I � -. ,''I _ �,_ .i� - - -, - 11 -.1-1 - I 11 1, 7,��:�_��,�� . , , , ��, I I , , �, I . . � �-��,�-�?��', T,?� � . " , � LL NOT BE RE5FON515LE FOP,ERROR5 RESULTING FROM SUCH ACTION, -AKRE 0AMNING,EXECUTIVE DIRECTOR TH15 SHEET I � , - ��- !, - - . _ ' . � � � AGENT. � . ."�� .� 1. 1.� � . � �I � �,"-,,,�.�� ,,I '" � %�,,'_-�,'�:,%��.111:� �� :�� - ,�� ,�.:�� :��, ��: 1,I v I I I ..... " S�EAL ,,, 101� PROVIDE(2)#5 30'X 30" 7-O"OFFS 21-ON _,� I NAILED TO 5UPPORT5 WITH I Od COMMON TM - �f I o " � ! , lff�5 gllrl!llllllll I / -P� l ,,� , �,�� "'I"�� ['.,,I /_1 5 @ ALL OUT51DE / ____�'Typ� , *"'*"'*' , CORNER BAR l TY T NAIL5 @ G"olo AT DIAPHRAGM BOUNDNE5 �� , USE NLIVUE NV358-20 '0'O E � ER,PANEL F/,;�;,��/�-,/�/////,. , �'. �, 11,, �__ _ 1, 2--O" j T-O'OFFSET -POP,CHCEIUNGNOTf: 5/5'CDX _�W� � IC p TO,CORNERS-TYP, OF 4 - / PLYWOOD W1 8d COMMON NAILS @ AL GI 'DER TRU55 STRAP: I EDGE5. .,.� �� ,�',,,,'%:-�', SEE NOTE TH15 5HT. NuVue NV5TA-I Gh STRAP 4"O/C TO VERT. TRUSS MEMBERS, USE NUVUff NV355-20 NOA 04-0510,03 , I 'I', � USE NUVUE NV_358-�4-/ DL+U_=550 L155 WD TRU55E5 @24-o1c TRU55 I G-I Od AT 2 STRAPS 1 2�PROVIDE 5/8'CDX PLYWOOD BELOW p/m/m/d/d/111 1," ; � I ,, 11 I - NET UP=-I f 04 NET UPLIFT @ OPEN PORCH= �� , BOTTOM CHOR,D Of ALL TRU55E5 AT I" U35 MfR.TO SUBMIT SHOP DWG5� 4 1 �,�, : -,'r � 5-I Od AT STRAPS -92 p5f BASED ON C�C 5-I Od AT SEAT � EXTaOR TEPRACE5 WITH 8d NAIL5 @ 12" &" " I - - , 1 8-1 Cid AT SEATS PRODUCT CONTROL UPLIFT CAP= 33G7 1b5 I QC ALL 5UPPORT5 0111111=1111 I"�*1, ,�" � 0 0 1 3 7 0,n, ' � ,' , , , 0,1120 ,5- " i , � � 3,ALL TPU55 TO TRU55 CONNECTION5 � , T 2 2Q99 0809 Ramo-Ime P9890 �WOOD TO WOOD)5HALL BE E)E51GNED BY 0//g// "I,,*�. ..'%, � I I ----- ____________ _1________1------________ -�--�----,--��---,-,--,---"-,---�----------"-,-,-,---------,--- ------�-��",--"-----------,-------,-,,-----�-"�----------"--�---------_______-------______,____ ,S//z//////,/, , , , ____,________- THE TKU55 MfR, REFER TO APPROVED � , "/�-,",-.. \ , V :� �, 1. - \N ', L-i SCALE: 1/4" : V-O" TRU55 5HOP DWGSI� ARCHrrEctjOFAEC�AC�� ' I I 0 R D F 7 157 �`�' 7 1 rf " I - 1-1-P - :N T:5] �i�� = , - /F I /\] 'Wii- - I F , '"' F I _1�� !+ I I � F , );I( Oiii I I ra � I I I I - , I I L________-_____________j EW/m/ PAUL W.BUCKLER r/1 AR13708 1 OF 1 mF////////////I . --- --�--.-.-�-----''----��-�----------��--..-----,-.-----------�----�------------------------.--�--�-.-------,--- _1__.__________,_____,_____--------. ----I--- __________-,-, I I 111__1_______.______,----,-----, -_ --------�-------�,--..---,-,-��---- -,-,_,________________-- , "___,_____..____.______ _______-___________-----, -1-11 "I'll,---------_ I I . � I I � �