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440 Mellonville Ave - BC03-00422 (ALTERATION) (A)PERMIT ADDRESS 4qb CONTRACTOR ADDRESS qqvi Par i'vc PHONE NUMBER L(6 1 4fl PL.vrPROPERTY OWNER 0- ADDRESS _ - 13-P .11# L ih `v' PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE3)6L lit PERMIT DESCRIPTION Alictr PERMIT VALUATION d SQUARE FOOTAGE m j► r NOTES: 1. TH13 SURVEY WAS PREPARED FROhA TITLE INFORMATION FURNISHEPTO THIS SURVEYJR. THERE MAY BE OTHER RESTRICTIONS aR UNRECORbEo EASEMENTS TI -IAT AFFECT THIS PROPERTY. 3. THIS SURVEY 1,14 PREPARED ri)(CpAr; 00LE B," ih!:m (jr THIO'SzE 0ER ri,-I�D TQ A114D .iHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 4. DIMENSIONS SHOWN FOR THE, 1.0f.,ATIOPIOr IMPROVEMENTSHEREON SHOULD NO U$EDTORIEG Ns wu BOUNDARY LINES. A '. ' 6. BEARINGS AREJ,-J'ASE�b 6N ASSUMED DATUM AND ON TI -IE LINE SHOWN AS B S,E E3EARING (BB), 6. PROP' ERTY HEREON LOCATED IN ZONE, "X " PER F.I.R.M. cofAMUNITY PANEL NO. 120.294 00.45 E DATED 04-17-95. CERTIFIED TO: ORANGE COUNTY HOUSING AUTHORITY NAE10R-S, G-IBLIN & NICKERSON, P.A. 'LESS R. 12.42 FT. OF LOT 6 G RE E!45ERG, T RAURIG, P.A. HdUSING.AND NEIGHBORHOOD DEVELOPMENT PECIP. N89"5922T 111.27'. 11 (MLIT1 SERVICES OF CENTRAL FLORIDA, INO. LS 4243 - BANK OF AMERICA, N.A. BRYANT, MILLER & OLIVE. P.A. SUNTRUST BANK, AS TRUSTEE HOLLAND & KNIGHT, LLP SELTZER MANAGEMENT GROUP, INC. FIRST A MEFICAN TITLE INSURANCE COMPANY BROAD AND CASSEL, P.A. Orange County Housing Finance Authority Nabom, Giblin & Nickerson, P.A. I hereby certify that on the Hadi day of AugulA, 2001: (1) This survey was inade. on the giound as p*, the field notes shown on U115 survey and wirinfly shows (1) the bqundariqa and ureas of the subject pr0perly and the size, lcii"itioa, and type of buildings and impioyerneriN theron and the distance therefrom to 160 k4reqzi facing exterior property lines of the subject property; (ii* the location of all riqhts-Qf-;�%ly, aas6merrta drid any other matters of reckjrd (of vithich I 1,avo knowledge, or have boon advised, whether or not of rocrimi iiffecfinq or boiiefifilng the subject ptoporty; (111) the location of the parldriq areas on the 6ubjeut property zhowiriq the number,of parking upwQqs pivvldrjd thereby; IN) all ibuttinIg dadic2jed public streets providing uccesq�. to the subject prope4y, to-juther with the width and name there&; and (4) all othor significant Items on the subject property; (2) except as set forth below, there are no (1) ancroachonprit4 upon the subj-ni property by impi 9yonittr1W on Cidjacent Pro;,)6rty, (11) 66 adjacent property, atreat%, or alloys by any lmpro�jemejji4on the yubjezt property; (III) party malts; or (IV) conflicia 6f protrusions. 1110 ex0eptlows to via zt�wio Matementi are nu folio} vs: (if Hours, teal states); foncez as chvvwl. adequ-Ma higret;s to and eSresi, from die property is provided by San & Mellonville Avenue., the came being paved, dedicated public 0 rights)-if-wayrnaintairred bythe City of Sanfotd. Florida. (4) all required building sot-bpok linea en the subject property w6 located as the pror.(4 .y d6es riot Ile vvithin a flood plain or flood prone arena; (s) that this survey rneets the MInfrinum Technkl al Standards for Land SuNeAng In the State of Florida (Chapter 61017-6 (7) shut low 6-8 & '16.20 are contiguous. Rtf ghAeroJ Survayor and Muppe�r No. PLS 4243 LAND Boundary SURVEYORS JOB NO.: 01-672 A And LB 45635 Ac , DATE. , Mapping FIELD: 06-14-01 SIGNED: 08-16-01 DRAWN BY: JWJ 109' . ORANIGE ST. ALTNA(MTE SPRIN03, FL. is T.F. 32714 REF: 92-743 PH, (407)696-1155 R__C I.P. NO„ FOURTH STREET RAN 1 4 0.89"(M) I I I . .0.86'(P) 1-0.4�4. - - I- 1_4- I 3, 42J' M. y LOT 16 (22D.--1 - 1.7 42.1' 17 w A/ z LU L6 z > > UJ to < to co w ef" I I Al a< < > U4 U) V .... .... ... =24-3) 17 . Y.7 C'7�1 MON RELECamRoxEs TRP11S ER 7_1C ry0 r I I •I I 6 SPACES Z/ Al � s, � i !: ! /f Iu,s � /// ASPHALT .......... ASPHALT z ........... �N 910"00'001 *LESS S. 20 6'3 Fl. OF LOT 8 ... ....... DESCRIPTIc NOTE: THERE ARE 46 PARKING SPACE; $OUTH 1.1.0 SEMINCLE 20 LP ISPIN. tAk RE RF) L$ 2108 LEGEND Lp C.tA, - Ra - REPAR RAI), - RAMAI N.R. - NOTRADIAL (P) PER PI -4f (M) • AS MEOURSD (D) F"ER D.F3CRIPTIQN P.O.L. - POINT ON P.C. -POINT OF CURVATURE P.T. -POINT OF TANGENCY Q 6 V . w • —1-1 14 . LS2101 PB� (M) 224,55'(P) 'LESS S. 2.0,68 FT. OF LOT 20 AE.P FURNISHED) LOT.':., 5 THROUGH 8 (LESS THE NORTH12.42 FEET OF LOT 5), Alm'J-HE 'T 138 FEET OF LOTS 8 Pa. 20), I OF LOT 16 AND LOTS 17 THROUGH 20, (LES3 THE SOUTH 20. II�W, AS RECORDEQ IN PLAT BOOK 4, FPAGE 71 OF THE PUBLIC RECORDS OF 1� Y, FLORIDA, IM SCALE el 0i C 1; N 0 R -EI E PRC- POINT O'c REVERJE CURVE R.P. • =170114T R L LEPUTH Cr ARC CA C1_:rlTkALk4!XE: U.E, UTF-ITf MMr-ENT Dc- DRANAGE EMWENT LE.- LMD.4,APE EASEMENT S.E.- SIDW4ALK EASEMENT L.P.- LiGHT WXE' -X- - CHAIN LINK FENCE -0- VMMII FENCE Not.Wid withoUt thE,,Iogrmlure and the rat sed ml of PI, licensed and . =fQ 8UrV .;..:ykrp& . m0s'.v (y by kapbqinj party .,rpadres la polibited .ofthe .,ifining patty or M y Z omwo UP IF - 0!" II'JIII /=It Ea EXISTING WINDOWS (TO BE REMOVED) NA I I AklII tl i LEGEND: tt S/6 I SA N E6`" . IN �� EXISTING WINDOWS EXISTING MANSARD ROOF/DORMERS • . ,, _ . (TO BE REMOVED (TO BE REMOVED , 1 1. 1 ; i • 1 y,ED By: Sanford Fir're171 4'on D . Date; MELLONVILLE TRACE APARTMENTS SHEET TITLE DEMOLITION FLOOR PLAN DRAWING SAVE NAME: - BUILDING A G:\0'208\ARCH\A0208001 DRAWING PLOT SCALE: DA I E DWG. NO. CURRENT PLOT DATE: z 8-2� oz 8�28�02A-1 PRCECT �NrO. sANPoRn UI DING DE . �S-L�15 ARE RE EU ANL(a E�FEO FOR-FERZT AMIT(1)5=14AY �wdE`�` ERAlsr�l9 HHE AN C NSE 'r0 PROCEED D NOT AS AUTHORITY TO VIOLAN CANCEL, ALTER. OFt SET ASIDE ANY q PROVISIONS OF THE TECHNIC F THE, ISSUANCE OF AL CODES, NOR S A PERMIT PRE VENT THE LDING .,DEPT FROM BUILDING LDING REQUIRING a U ON OF ERROR IRING A CURRE - o O C N T OR OTHERHE PLANS. S. NS VIOLATIONS TRUC,TION " I ONS OF THE � E CODES. 1 1 k i i i :I 1 i IF - 0!" II'JIII /=It Ea EXISTING WINDOWS (TO BE REMOVED) NA I I AklII tl i LEGEND: tt S/6 I SA N E6`" . IN �� EXISTING WINDOWS EXISTING MANSARD ROOF/DORMERS • . ,, _ . (TO BE REMOVED (TO BE REMOVED , 1 1. 1 ; i • 1 y,ED By: Sanford Fir're171 4'on D . Date; MELLONVILLE TRACE APARTMENTS SHEET TITLE DEMOLITION FLOOR PLAN DRAWING SAVE NAME: - BUILDING A G:\0'208\ARCH\A0208001 DRAWING PLOT SCALE: DA I E DWG. NO. CURRENT PLOT DATE: z 8-2� oz 8�28�02A-1 PRCECT �NrO. sANPoRn UI DING DE . �S-L�15 ARE RE EU ANL(a E�FEO FOR-FERZT AMIT(1)5=14AY �wdE`�` ERAlsr�l9 HHE AN C NSE 'r0 PROCEED D NOT AS AUTHORITY TO VIOLAN CANCEL, ALTER. OFt SET ASIDE ANY q PROVISIONS OF THE TECHNIC F THE, ISSUANCE OF AL CODES, NOR S A PERMIT PRE VENT THE LDING .,DEPT FROM BUILDING LDING REQUIRING a U ON OF ERROR IRING A CURRE - o O C N T OR OTHERHE PLANS. S. NS VIOLATIONS TRUC,TION " I ONS OF THE � E CODES. i r n� � t 1 y ur — �~ COVEREP LUALKLUAY: 1 �r i (F1 I G)II 110lu,I �_��Q n DESIGN G.FRICK DKAWN :. J.MORAY CHECKED W.P.TONEY APPROVED G.FRICK �F'AI 40 4 rl� �r i (F1 I G)II 110lu,I �_��Q n DESIGN G.FRICK DKAWN :. J.MORAY CHECKED W.P.TONEY APPROVED G.FRICK �F'AI DRAWING SAVE NAME: G:\0208\ARCH\A0208002 DRAWING PLOT SCALE: 1=1 CURRENT PLOT DATE: 8-28-02 PROJECT NO. 0208 1 RENOVATIONS T0: MELLONVILLE- TRACE .APARTMENTS SEMINOLE COUNTY S!-IEE'f TITLE RENOVATION PLAN - BUILDING "'All I PATE DWG. 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HANDRAIL'ING To REMAIN (TYPICAL) REMAIN,(TYPICAL) EA%5T"; LEVATION 0 "ALL ROOF, TOP A Tr: . , IR CONE)ITIONER6 E35� TO �,.f ;,4 34( !Tj /T I /I !A ?, I./ �1) fAV 1/1, P, t/1,j y 1,LL I.- yo ; ;,rilyV , r - f/ 'I jt4�lrf. -f-n , f , I 'r " I _/ " i _1 . �4 , AiILL11.11,za- , 4 �� _'L�/.4.L L, 11-1AULY—ILI _Izl Za /la JL,;A4 X. 411 9 I i- , ::I 7 7,, DRAWN j, m o RAY., . . . . . . . . . . si ji APPROVED GYRICK IL' J SEAL TT 7"T 0 NOTE:- ALL,ROC)IF TOP AIP, CONDITIONER5 TO 5� FZEMOVEID 4 R1ELpCAT5P. r_: A I C) I I I N�Z L./ REMO' TO BE TO.,,5E, REMOVE[) ITY;01t-Al I -7 �EX16TING GUTTER 4 DOWN5PO T5 tAl-) I INU UU I I r -M 4 L,�VUA-jVf-VU I U �(TYPICAL) MOVE[), (TYPI CAL TO, 6E.,.REMOVEP (TYPICAL) BE RE EXISTING MA� �EXI,5tING�,CANOPY 4 COLUMNS. TO BE REMO EX16TING MAN6ARID RQOF To 5E �REMOVEQ EX15TING,CANOPY 4 COLUMNS -(TYPICAL) T6,5E REMOVE[) (TYPICAL)', (TYPICAL). TO OE REMOVED (TYPICAL)'.' 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I . . r I �� 'j.'r . . i- NEW RIDGE VENT � . . . � . . ; I .� . � r . ." � I ,,. r�, "'.1. 11 . �, I .1 . � . r � 11� . : . . � I . I .1 . . I . . : (TYPICAL) 4 , . I I I . � � ;,_ ,:', : . I . . . I � . , . I I � . I I . I I � . I . . t, i . ,_ � r I . I I � . . . (TYPICAL) I 1 4 1 . I I . I . I . . I I I I . . I I : r . , " . I � I . I I I . � r . I . � I I . I � I � I . I I I I I 1. I . I '"', I � . . . I I *'— NEWrLOUVER �1. . '. � � I .'I . .� C I I 1�,�, I'll r . r . I � � r I I I I I NEW LOUVER " . r . - , I I , . . I � � , , , , � I � r � I . I I . I '. � r I I I "', I - . . I I . I r I � . I . � . I . . . . I r , r " - . I I I . .. � I . I . I r . . I � . . , I . . I I I I /// , I , . �. , , � . I . I ., I � I r I . I I I . k I tII i I I I I A -- I - — — A -- '� - k I t— i i I r—, �-N rni�4 r— r -n / (I I K,4 I I A rn . � . I . r . I , I - , . I - - - , .�. - , - , , , , , . - � I - . , i , I A -- I - - A - , 4 , � . I r - - . , - , . . - , . I I 5OFFIT I , - , . � I I � I . � r � I . � I I . -1 � *SOFFIT , . . , . - I _ I . I . . I . �DESIGN I I I I I I I I I I __ . I .. 1. , I G.FRICK 11 . � . , ! . � � � I . . DRAW . � , . . ..� ., -J.MORA r i . . . . I . I I . I I . I I . I r I I I . APPROVED .— I 11 , ' �-"j _j�rr G.FRICK *, I �, d I . �: , ,', : . I I I . . . .SEAL . " �� i., I r , � :�! . . . I �', . � I � . �11 SHEET TITLE I . RENOVATION ELEVATIONS,,,,, ,,", � . DRAWNG SAVE NAME: i — BUILDING "13pp .. I I r ''I . G: \0208\'ARCH\A0208008 ' :. i�'!.' L;1 ,�, , , I L I I . I . " . P- 1� I r r . I L — ., . DRAWNG PLOT SCALE: , ,,, DATE r D WG. 'N 0. , , . , �'. 1 1 = I , 1, ,� � . _____ I . . I I " � � - , 1 � i DATE: I I . I I " ' r r I . 8-28-02 1 1 . r I I . . 1. I I , � � , � I � I , r I ;* � i,:�, � � PROJECT NO. . A - 8 . .. I I 11 . � r L_ 0208 1 . I . . . I � . 1, I I - . � .....j I __......j L................j ' - ' : ' - " " I � . r ' � "' I I . . I r 11 . 1. . .. � , � I I I I I . I I ,:. . 1, I 11 I . I. I I . . I . � � , I � �,�. I I : 11� I i I I � . r I . i I �, - . � , , I r. . ,� , I I 1. . . ' . r �. 1. ,; r. . . I - - - __ - , � � - .-- . - - ---. --- - - . r . I 51-o" OVERHANG EXISTING TO REMAIN (SEE: 5TRUCT. EX65. FOR DETAILS) NEW BEARING STUD WALL (2X4'5 0 I(o" O.C. TYPICAL) 12 4 NEW HARDI-BOARD SIDING OVER TYVEK HOUSE WRAP ON 1/2" PLYWOOD .............. .......... ... . .. .... ri DESIGN G.'FRICK DRAWN J.MORAY CHECKED W,P.-rONEY APPROVED URICK SEAL co ri DESIGN G.'FRICK DRAWN J.MORAY CHECKED W,P.-rONEY APPROVED URICK SEAL DRAWING SAVE NAME: G-'\0208\ARCH\AO208009 DRAWING PLOT SCALE: 'CURRENT PLOT DATE. 8-28-02 PROJECT NO. 0208 _ _ .. ; ": , . , .. : , . , ., ,,, . ,. , . - , "'. „, „,,, , 4' _ _ _ _ _ , : ,. - ,' r „ ; t' I I . I 8,, C II. MINIMUM LAP SPLICE ON ALL `REINFORCING, SHALL BE` 4a BAR DIAMETERS, I r 8d - I ,, , " • 4. i 11 � 1 • . - I . , , � . I -) /. Ez- ,. .. % : I . I - I I NE. - ., .. ,: ■ . I GE� 1� I,,, .. � . , ',' L 1, r.;� ,, � _ _, 1... 1 . I I I -1, , "�_ 1 1: , .. I .. .. . I 1. I �11, 1, : I' -s _, ,�,�, ,� _4i .,; I � � . . � 1 I : � .. I'. ;. ., 7 1 . : I�' �� , '"d i:1 � - '' I ONSY , . N ITIT i 11 I .MM I I .. I I I.. . . I I 1 I . � �11 I 1.I � 11 I . I I . - . .. � I . I . I 11 - 11 �, i I . I .1 ,� 1. IT 15 THE CONTRACTORS .SOLE RESPONSIBILITY TO DETERMINE ,ERECTION PROCEDURE I , , � .. .1 4 11 I T� . . . I 11 I ,. . ,� .. i I � -1 � I I 1 " 1. I .4 I :. ' _ : QUI M TS , : �, WALL SHEATHING SHALL BE. lSEE :SHEAR: WAL,� 1 C ' L , BELOW 1'08.81✓ RE EN I .T I . .��' II � . A NAI A COMMON NAILS UNLE55 NOTED OTHERWISE. THE FOLLOWING LL . LS RE , . AND SEQUENCE. TO INSURE THE SAFETY F THE BUILDING AND ITS COM O�ENT PART5 P I T SNA A 5. ,,. •., • _ I :. „ __ A E R . LL ,. .. , , , T FASTENERS SUBSTITUTIONS. ONS. TH ALTERNATE E ENER FASTENERS ARE ACCEPTABLE SUBS U I E L : .;1.,. DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED, TO , THE ADDITION OF,,, :, . _ ...,,.-,, "." . II II :. AT INTERIOR:UJALL5°PROVIDE I/2 ,OR 5/a WALLBOARD SEE ARCHITECTURAL A 5 AC AT THE SAM SPACING AS THE SCHEDULED FASTENERS. SHALL BE. P ED E TOP PLATES A a.AND INTERSECTIONS L L, F' . WHATEVER TEMPORARY BRACING, GUY5 OR TIE -DOWNS MAY BE NECESSARY. • . • , .GYPaUM � ..- AWINGS FO LOCATIONS), ACH SIDE` OF NAILED::WITH 5d COOLER NAILS ' DR R E ., ,1. 'SCHEDULED_ FASTENER ALTERNATE FASTENER 1 I T TU (0)164 N O S DS , 11, 2. SIGN I DE L V LOADS' E 1.STUDS II AT T5 N I FO /8 OA I AL ` SUPPOR AT -I O.C. (USE hod COOLER A t»S, R 5 WAIT. RD L Sd COMMON NAIL S d RING SHANK NAIL 16d . 4 ": , : 8001= , . 20'P6F , PROVIDE SOLID 2x.: BLOCKING AT: ALL`'5HEET:: EDGES. BLOCKING' ISNOT, REQUIRED , _. , ad SCREW SHANK NAIL � , BUILT-UP CORNER:5TUD5 .', , - 16.d . :: AT NON -TOAD BEARING PARTITIONS. . . 0 1' P �� ALL -REINFORCING DETAILS .SHALL CONFORM T0- MANUAL OF STANDARD " I' . ' ., , , .. . . . . , ,: T I S IT • , M .lU O AT EXTERIOR WALLS SHEATI-L CNS .IN �R OR FAGS OF WALL lU „N GYPSU .'., ALLB ARD. ' ' . -. , ... . 10d COMMON NAIL 10d RING SHANK NAIL ALL WALL STUD5 AND MI6C` WOOD FRAMING SNA NO,2 ,60UTHERN PINE. R LL BE;. i .. . , • ASI,No E ABOVE FOR INTERfO WAS L5, 'SHEAT THE ExTERIOR P CE''OP WALLS WITH D A R R N 10d SCREW SHA NK NA IL STUDS FOR OA BEA IN WALLS SHA AS FOLLOWS: LOAD, BEARING LL LL BE LL .MANUFACTURER,.AN _l 1 • . :;.: , 1 ,. I/2".,C-DX,PLYWOOD (OR Ill" 0.6.6.),'NAILED �UITr-1d.NAII.S'AT (o" O.C. AT. ALL EDGE .. , . _ 0,148 P NAIL 13. ;WHERE UJG?OD E3EAM5/HEADERS ABUT WOOD 'COLD %I li 3. I IN I T T DES GN WIND LOAD 5 110 MPH WITH SNAPS FACTORS IN AG : CQRDANCE WITH HE 1. 50 I AT 12T I IAT 6U O TS. P OY DE L D SUPPORTS, AND Sd' NAILS O.C.O C. ALL, NT�RMED E PPR R . CONTRACTOR SHALL VERIFY LOCAT10N5 OP;ALL'OPENINGS, 5LEEVES,,ANCI-IOR - :, . , . ;: , , . CONNECTORS WITH ALL NAILS 5PEGIFIED BV,'TN MANUFACTURER. Er• ,.' , .. FLORIDA BUILDING'COPIE 2001. : : .` : 1.P DOUBLE 2x FLOCKING AT',4LL SHEET ED Y U 'ALL kTERIOR WALLS E'ATHING PER E . NA 6 x 1 1/4 TYPE 5 OR 6d COOLER IL INSERTS, ETC., A5, REQUIRED BY OTHER' TRADES. BEFORE CONCRETE ..BOLTS,- ,k WIND IMPORTANCE PACTOR`;i=1.I. . ,,.. .1. . . SHEAR WALL,SCHEDU NOT 5. .. LE ,.. E . W DRYWALL SCREW 450 SHA SHEAR INTERNAL PRESSURE COEFFICIENT 0.18 FULLY ENCLC5ED STRUCTURE , r . . .. . B ,.; ....: , " " . . ,' ., N, T GORY Ii . : . 7: AL.L UJOOD IN. CONTACT WITH ,CONCRETE OR EXPOSED TO WEATHER, aHAI�L'_BE • ,, T USS NOTES . F. iI L . , I ., 11 ,•, , �, II , , EXPOSURE? B 55U T AT PRESSURE TREATED. i.U55c5 : . I. T R r SHOUJN FOR GENERAL CONFIGURATION ONLY, WEB I � . , 11, ' ;, . 1, : :',, ;:. • . ,I If: 8, FLOOR SHEATHING. 16. 3/4 TONGUE AND GROOVE CSC PLYWOOD OR 3/4 0.5.8., GLUED AND MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE liDINT . NECESSARY TO SUPPORT REINFORCING STEEL. � I 1 . Q, ION%1� .. . . ,_ �. : N I WIT I NAI 5 AT 6" O.C. AT SU O T G 5 ' AN :I _d NAI $ AT 12" O.C. AT A LED H Od . L PP ,R ED ED D L. o, IT T GENERAL T I ACCORDANCE WITH HE E ERA �' SS .MANUFAG ERN RD E G RU UR NOTES -WORKING POINTS SHALL -BE DETERMINED BY THE .1 I If I .'>:, , , ; : .: '>, . , _,... , ,. _� , , ; . INTERMEDIATE SUPPORTS.` ., , . .. . . . . TRUSS MANUFACTURER 1. A I T F IFI .' I LL 1=X S IN .OUNDATLON T O BE ED PRIOR TO CONSTRUCT QN - • , . . 1 3 0 . ,VER '. 9. ROOF'5HEATHING:SHALL BE :19/32 G D PLYWOOD'OR 19/32. 0.5.8. (24/16 ,RATING). F THE SIGN OF F T 15RESPONSIBLEO E DE 2. T US�'MANU ACU R R R RE PO 4x12 M R B - ' . ,� ;', PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS'AT ALL HIPS, RIDGER5, VALLEYS, I -BRIDGING G OR B G R Q T TRUSS f o c TA oGTY 5 M A 5 N L P R PP E :. ;,, ,, , • . , AND CHANGES IN,.ROOF SLOPE. BOTTO M .CHORDS FOR WIND UPLIFT. . . , L. . , , 10. ROOF SHEATHING NAILING PATTERN SEE FASTENING SCHEDULE.. ,: 3. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, I.. : I CAF`.". 1�.o�,✓ N I PLACEN IF . . II. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED OVERHANGS AND BEARING,CONDITIONS. , . ., 11GRADING AGENCY. 4. TI -1E CONNECTION OF `TRUSS TO TRU55 SHALL BE PROVIDED BY ` I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OP 3000 P, `AT : I THE TRU55 MANUFACTURER. 2a DAYS, HAVE A SLUMP 017,4" PLUS OR MINUS 1", AND HAVE .2'4% ALR ENTRAINMENT. . • , " :, , 12: NAILING SCHEDULE: -., . 5. VERIFY TRUSS SLOPE WITH ARCH DRWG PRIOR TO ..., MUST'BE APPROVED BY THE.ENGINEER OF RECORD PRIOR TO INSTALLATION. ' I , , 1 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL . ON N I NUM O S ACING CONNECT ON COMM A L BER R P CONSTRUCTION. , • CONFORMING TO ASTM A-615 GRADE 60.1 I , . I . 3. . I 1. I . I . � 1. -1 ill''i � , - I I I . I WELDED WIRE FABRIC SHALL`-ONFORM TO A6TM A-185.. WIUF SNAL,L: BE,', 1. I 1 I I 1. I I . . . I I I S OLE PLATE TO. TRUSS OR BLOCKING I . 16d I I . I 8,, C II. MINIMUM LAP SPLICE ON ALL `REINFORCING, SHALL BE` 4a BAR DIAMETERS, LAPPED,"AT LEAST b"1'AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN' - STUD.To SQl-E°PLATE, TOE NAIL 8d - 4 , !_ RA R . ALL B E P LL CONCRETE, TESTING ABO TO Y SH ; SU MIT ON COPY OFA CONi.C _ T T TEST1. 4. ... ' TRU55 MANUFACTURER SHALL SUBMIT SHOP, DRAWINGS `AND,: ' ' 6N NOTES WITH AN THE a" LAP. , . DOUPLE STUDS, FACE NAIL .. 10d . 24" O.G. T ... IT TL. I N • N I S A F A O' Y H A CH .DES G FLORIDA REGISTERED E G EER 5E OR PPR Y B R 3 LT512 . DOUBLE TOP PLATES, FACE NAIL ' " .Ioa 16" O.C.1. . . . . .. 4. ALL CONCRETE O SHA B 'I ACCO ANC WITH:'TH UI O` . ` RE ,WORK L� E N E E B LDING CODE TOP PLATES A a.AND INTERSECTIONS L L, F' . IOd 4 '- . LICENSE TO.FABRICATE;TRUSSES UTILIZING THE CONNECTOR SYSTEM' PROPOSED. 1 I T TU (0)164 N O S DS 150 (NAI 5) L1. _RD �� ` REQUIREMENTS FOR.REINFORCED CONCRETE AC1 318-89.: „ `., :. TRUSSES, LAPS�OYER WALLS, FACE NAIL 16d . 4 I WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN'SPECIFICATION . .:.� , . I 11 : ': � , BUILT-UP CORNER:5TUD5 .', , - 16.d II , 24 O,G... ' , (10) 10d 5: �� ALL -REINFORCING DETAILS .SHALL CONFORM T0- MANUAL OF STANDARD STUDS TO SOLE PLATE, END NAIL, .a 16` 2 :, ALL WALL STUD5 AND MI6C` WOOD FRAMING SNA NO,2 ,60UTHERN PINE. R LL BE;. 135 PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315-80: , . STUDS FOR OA BEA IN WALLS SHA AS FOLLOWS: LOAD, BEARING LL LL BE LL .MANUFACTURER,.AN _l P 51M ON CATALOG ,ER PS THY CABUILDING Co UNLESS NOTEDoN LA S ALSO D E LOCAL DE, LE P N. SELECTION BASE ON TRUSS WIDTH AND HEIGHT MSH TYP 13. ;WHERE UJG?OD E3EAM5/HEADERS ABUT WOOD 'COLD ;, „ II+ , N5,. PROVIDE` 51MP50N _HHUC . l .,WHERE HEEL HEIGHT ON BOTTOM CHORD.PEARING TRUSSE6' EXCEEbS 11 PROVIDE 6. CONTRACTOR SHALL VERIFY LOCAT10N5 OP;ALL'OPENINGS, 5LEEVES,,ANCI-IOR - :, . , . ;: , , . CONNECTORS WITH ALL NAILS 5PEGIFIED BV,'TN MANUFACTURER. Er• ,.' ., ': ° , (6 10d I -I/2 ) x CONTINUOUS 2x4 LET IN.: ,11 . INSERTS, ETC., A5, REQUIRED BY OTHER' TRADES. BEFORE CONCRETE ..BOLTS,- ,k , . ,, SECOND FLOOR 2x4'5 Q 1G "O.C. (U.N.0) 1 I/ (12) ad x 2 450 SHA SHEAR 1S` LAC ` ,: .. _ . PL ED II ,, ... II II 14. AT ALL WALLS SUPPORTING ROOF TRUSSES ;':RO :I E UPLIFT STRAPPING/CONNECTORS L P ", V.?..:. . II B .. . .. , . . . SHOU)1`1 IN THE TYPICAL WALL ELEVATION :I'. : 4 .. ., F. iI L l 1 0 1. . ', CONTRACTOR SHALL, PROVIDE ,6FACERS, CHAIR6; BOL5TER6' ETC., i,.. 4 F 4x4 5T AU4 0 PO B R .: . II ,TNE FIRST FLOOR POR NON -LOAD' O.G.' 2x4 STUDS DO NOT NEED TO,BE DOUBLED ATIc NECESSARY TO SUPPORT REINFORCING STEEL. � I 1 . _, , ' ,t' . . P` -FA -----,, I I I I . ,, I I IS. ALL $. I I � I . � - L:ABS SHALL BE POURED MONoIIT�IICALLY, EXCEPT FOR REQUIREDL. 1 I . . . CST T 5.4 di . . I. PROVIDE- WOOD HEADERS OVER ALL OPENINGS. IF. NO HEADER 15 CONST UCT O JOINTS. E CONSTRUCTION . N ': ; . , SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT � I. ALL PREFABRICATED WOOD TRUSSES .SHALL: BE SECURELY FASTENED AT; EACH END TO : . .: , 9. THE FO OWIN 1NIMUM C N T COY HA OYI E FO OTHER WALLS. LL.. G.M O CRE E ER 5 Ll. B .PR D D R . THEIR SUPPORTING. WALLS OR BEAMS AS SHOWN IN THE, T"' P1. AL WALL ELEVATION. 1.,_ ,. " ) REINFORCEMENT,. 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2 PLYWOOD (OR O.SB 2 R FABRICATE WOOD TRU65E SHALL ` B DE5IG DIN ACCORDANCE WITH THE LATEST SPACER BETWEEN, MEMBERS. P E D, 1. E . - :, " .': , ' , 3"--- -- CONCRETE CAST `AGAfNST AND PERMANENTLY EXPOSED TO EARTH. _ 3. NAIL ALL MULTII MEMBER HEADERS AND BEAM5 TOGETHER WITH . , . . _ - EDITION OF THE: NATIONAL DESIGN SPECIFICATION FOR S�R�S� GRADE;LUMBER AND . . II .: , II 1-ill"_--'---ALL:OTHER CASES. T N Y H N I .NA (,r RST- ODUGTS A550cl 'TION. .- 16d NAILS AT 12 O.G. TOP AND BOTTOM, EACH 61DE, STAGGERED. ,. ITS FASTENERS" A5 RECOMME DED T E .;,AT Q L ,_O . E. , PR A . , ,.I'll 10. HORIZONTAL SLAB BARS SHALL BE PENT I"( AROUND CORNERS 'OR . CORNERS, DESIGNED IT A PROVIDE CORNER BARS WITH A 2' 0" LAP ON E4 LEG 3 TRU55 MEMBERS AND CONNECTIONS SHALL'B5 MAXIMUM ALLOWAPLE L"Imil,11111111111I , L,� � 5 .. ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES PANEL FIELD I (D NAILS (oil O.G. Q NAILS 12I, O.C. 2 NAILS 6" O.G. T NAILS 6" O.G. Q NAILS 4" O.G. (Q NAILS 6" O.G. NOT USE ad RING SHANK NAILS IN ZONE 3 � O IF MEAN ROOF 15 GREATER THAN 25'. i I . L . .. . �.,. I � . �.. CONNECTOR&C~ U I I 11 . I .1 I . I I� . I I � . . I 511 nON ,, . - . ! .. . 1.STRESS . INCREASE FOR LOAD 'DURATION OF 25io FOR,. -ROOF .. `TRUSSES ONLY) 70 WITHSTAND UP� F (Ibs.) II. MINIMUM LAP SPLICE ON ALL `REINFORCING, SHALL BE` 4a BAR DIAMETERS, 1 0 NOTES -AN TOT A LOA'.", :J ,". , TNS LEVE LOADS GIVEN, IN. T. N E D AI'' DEAD L.Q, D (14) 10d x 1-1/2 . 12. , !_ RA R . ALL B E P LL CONCRETE, TESTING ABO TO Y SH ; SU MIT ON COPY OFA CONi.C _ T T TEST1. 4. ... ' TRU55 MANUFACTURER SHALL SUBMIT SHOP, DRAWINGS `AND,: ' ' 6N NOTES WITH AN . H 0 T52 (4) 10 1-1/2 2 ,. 5 I T Y:T T . R P RT D REG L O N NG N E O E E EER WOOD D T ... IT TL. I N • N I S A F A O' Y H A CH .DES G FLORIDA REGISTERED E G EER 5E OR PPR Y B R 3 LT512 . 1-15 NOTES TO INCLUDE THE RATED LOAD CAPACITY;OF THE CONNECTOR5 USED USED TO SECURE LTWI2 . . . .. (4) ad , , , .. ,: T A ITL " 5 � - ,MANUFACTU S . THE MEMBERS CERTIFICATION, OF NE CONNECTOR.CAP C E AND ._ RER WOOD ll� OO CONSTRUCTION. , 01.1 LICENSE TO.FABRICATE;TRUSSES UTILIZING THE CONNECTOR SYSTEM' PROPOSED. 1 I T TU (0)164 N O S DS 150 (NAI 5) L1. . , , 5. . DRAWINGS . SHOWING CONTRACTOR T HA ,APPROVE FA I AT10 N INSTALLATION DRA GS TH GO RAC OR 5 LAP E BRC NADN L PR HTTl6 . I. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN'SPECIFICATION . CONCRETE, WOOD . SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND -I O SP -I ,, (10) 10d POR WOOD CONSTRUCTION",` LATEST EDITION.. . - . .; .: WOOD (BOTT OF STUD) . .. : , .,, BEFORE FABRICATION HAS BEGUN. ` . '. . . i Z. ALL WALL STUD5 AND MI6C` WOOD FRAMING SNA NO,2 ,60UTHERN PINE. R LL BE;. 135 BRIDGING FOR PRE-ENCxfNEE ED TRUSSES SHALL'BE AS REQUIRED PY TRU55 R � . STUDS FOR OA BEA IN WALLS SHA AS FOLLOWS: LOAD, BEARING LL LL BE LL .MANUFACTURER,.AN _l P 51M ON CATALOG ,ER PS THY CABUILDING Co UNLESS NOTEDoN LA S ALSO D E LOCAL DE, LE P N. SELECTION BASE ON TRUSS WIDTH AND HEIGHT MSH TYP 0 8 TWO STORY WALLS : . l .,WHERE HEEL HEIGHT ON BOTTOM CHORD.PEARING TRUSSE6' EXCEEbS 11 PROVIDE Il'' MIN AT EA END FOR WOOD 85150 9 O . FIRST FLOOR 3x4 5 6 1(o "O.C. (U.N,O)11, 1. ':. (6 10d I -I/2 ) x CONTINUOUS 2x4 LET IN.: ,11 . SLAB STEMWALL F 3 A 1 0 SECOND FLOOR 2x4'5 Q 1G "O.C. (U.N.0) 1 I/ (12) ad x 2 450 SHA SHEAR WOO D AI M AI MP B 1. DESIGN LOAD5 - DEAD LOADS: A U44 FOR 4x4 POS T B P 4 l 1 0 ALL NON-LOAD,BEARING : A T TIONS SHA ~CONSIST OF 2x4 ST a SPACED :. AT 24" P R LL UD 5/a ANCHOR o BO T NHR L 2200 4 F 4x4 5T AU4 0 PO B R P Au66 ,TNE FIRST FLOOR POR NON -LOAD' O.G.' 2x4 STUDS DO NOT NEED TO,BE DOUBLED ATIc T : OTTOM H 8 SF OUTSI USS S COR P DE R E B D ,:,:,, , CONCRETE,MASONRY,WOOD . ., . 41�� H C 0 HUC4 TOP CHORD 2� PSE , , 151 0 3. .,. . .. ,_. PLACE A SINGLE PLATE AT THE 'BOTTOM AND . A DOUBLE PLATE AT THE. -,TOP OF ALL ., ..,;, , .. .: I. ,- . _ . , . - i Y W CONCRETE, MASONR WOOD "ROOF STUD WALLS.. 2x SOLE PLATES AT THE EDGES OF 5LAB5 SHALL BE ATTACHED TO THE 1 3 0 TRU55ES :: . . BOTTOM CHORD � " 10 P5F . (22� I d FOR 6WOOD. R it 0 5 PO 4x12 M R B . S1_AB WITH 6IMP60N MAS MUD6ILL ANCHORS (WITH 6 10d N AI )T400:. LSA .G 4 0 ; TOP CHORD . 10 PSt= ,. ; f o c TA oGTY 5 M A 5 N L P R PP E 51M SON CATALOG R PJUS PER LUS24. FOR 2x6 LUS26 FOR 8 F 2 I TG. 2 8 U52 OR x 0 E x L r r ,y AT INTERIOR STUD ,WALL6 PROVIDE EITHER. HILTI DN11.2 (WITH 2 1/S" LENGTH, 5/(x411 . . TOP CHORD (AT OYER BUILT AREAS 5 PAF ADDITfONAL ,., . I'I1. . THICK WASHERS) POWDER DRIVEN FASTENERS AT 10" ON CENTER OR 1/211 DIAMETER ;, . 11 I t HILTI KWIK-BOLTS (EXPANSION ANCHORS), WITH 4 EMBEDMENT, AT 4 -0 ON CENTER. a; ALL; 6IMP50N TRUSS ANCHORS SHOWN' ON DRAWINGS ,SHALL BE VERIFIED FOR REDHEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER SUBSTITUTIONS LOADS SHOWN ON WOOD ;TRU55 DESIGN CA_CUL;ATI.ONS THEREFORE ANCHORS ,1.; . . ..., MUST'BE APPROVED BY THE.ENGINEER OF RECORD PRIOR TO INSTALLATION. ' , . . SIZES AND TYPES ARE SUBJECT, TO CHANGE BY' ADVANCED STRUCTURAL* .. ' • :, THE. SE 5H A F E E E R WALL SCHEDULE. BELOW OR SPECIAI�•-50LE PLATE :,ATTACHMENT . N IN N , E G EER G � , � ,, � : • I � . . _ 1. , 1. 4. EXISTING STUDS SHAI:L BE DOUBLED AT ALL ANC�LE�,; CORNERS AND AROUND ALL OPENINGS. ' . .._ 5. . ( WOO INT 5` D L EL OYER OPENINGS SHALL BE<,AS NOTED, CWTHE !AN5, `DOUBLE WALL , , ;. ST1.UDS (ONE STUD BEARING ONE 5T D. PULL HEIGHT OF WALL) AT , UP TO 3 - U . , °'; , I . 11 IOPENING ..1. F ,O OPEN[] P G - T 5 -6 OV MI IM T . I WA lT T FROM � 3 0 . O PR ,IDE N UM R PL,E LL STUDS WO S UD5 I , .. I . ,. I LL I If_ , A IN N ST P H I ' T - _ BE R GS O UD ULL E GH OF WALL).: PROM.OPENING ,5 6 TO -f �r PROVIDE t1�1 ,,, I ;.,, . - ,. FOU A 5T S (T T T T W IL STUDS '. R W LL D WO UDS A I S O S U FU H IGHT OF W A U S PE R NG W L ALL). N D L E 1. .: .T(X,r=tl. P' IIIITk.I '16�r NIAI1 S "a a9" nr' K11r1 l::PI 1'. .. . . t L, .. L"Imil,11111111111I , L,� � 5 .. ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES PANEL FIELD I (D NAILS (oil O.G. Q NAILS 12I, O.C. 2 NAILS 6" O.G. T NAILS 6" O.G. Q NAILS 4" O.G. (Q NAILS 6" O.G. NOT USE ad RING SHANK NAILS IN ZONE 3 � O IF MEAN ROOF 15 GREATER THAN 25'. i I . L . .. . �.,. I � . �.. CONNECTOR&C~ U I I 11 . I .1 I . I I� . I I � . . I 511 nON 01.1. 5I50N EAST NE R 5 UP� F (Ibs.) WOOD TO: USF) 1 0 MTS16 OR MT512 (14) 10d x 1-1/2 . 1000 WOOD MTWI6 2 0 . H 0 T52 (4) 10 1-1/2 2 14 0 5 WOOD D T N W20 3 LT512 112) imd x 1-I/2 1-15 WOOD LTWI2 O< H3 (4) ad 455 WOOD RTS 01.1 L OB 1 I T TU (0)164 N O S DS 150 (NAI 5) L1. N T WOOGO GREE D TS20TT2 . L B 6 1 HTTl6 (18) I6d 4115 (NAILS) CONCRETE, WOOD HTT16 -I O SP -I ,, (10) 10d 5a5 WOOD (BOTT OF STUD) 6PT22 5P-4 (v) 10d x l 1/2 - 135 T WOOD (TOP OF STUD) 6FT4 0- T A/ HAC TY I H T P � P 51M ON CATALOG ,ER PS PER 51MP50N CATALOG SELECTION BASE ON TRUSS WIDTH AND HEIGHT MSH TYP 0 8 I � � � C516 (22) 10d 1650 Il'' MIN AT EA END FOR WOOD 85150 9 O MAS (6 10d I -I/2 ) x I 5 00 SLAB STEMWALL F 3 A 1 0 ;435 1 I/ (12) ad x 2 450 SHA SHEAR WOO D AI M AI MP B ' 1 A U44 FOR 4x4 POS T B P 4 l 1 0 � : AB U66 5/a ANCHOR o BO T NHR L 2200 4 F 4x4 5T AU4 0 PO B R P Au66 CONCRETE,MASONRY,WOOD 0 41�� H C 0 HUC4 , (1 ) 1�od FOR Woo 8 R D 151 0 4x10 M R B N 41 IF D 0 .. Y W CONCRETE, MASONR WOOD 1 3 0 PUC412; (22� I d FOR 6WOOD. R it 0 5 PO 4x12 M R B 1I H 42F D 4 0 ; L U5 TYP f o c TA oGTY 5 M A 5 N L P R PP E 51M SON CATALOG R PJUS PER LUS24. FOR 2x6 LUS26 FOR 8 F 2 I TG. 2 8 U52 OR x 0 E x L r r nINSoH DRAWING SAVE NAME: GA0208\STRUCT\S0208003 DRAWING PLOT SCALE: CURRENT PLOT DATE: 8-28-02 PROJECT NO. 0208 SEMINOLE COUNTY ARCHITECTS E N G I N E E R S. "I I P L A N N E R S 1I 990 BENNETT AVENUE, SUITE 1'00 WINTER PARK, FLORIDA 32789 , -�'' 407 629--4646 . DESIGN '. . �. : 1 ',,,,,, I G.FRICK • .I DRAWN J.MORAY 1 CHECKED , W,RTONEYI i . APPROVED G.FRICK SEAL' DRAWING SAVE NAME: GA0208\STRUCT\S0208003 DRAWING PLOT SCALE: CURRENT PLOT DATE: 8-28-02 PROJECT NO. 0208 SEMINOLE COUNTY 6UFF0kT TYPICAL.,. ..l l ,, . • r .: At= ("')=T/111 �7C,_9. � ,. ,, ,. ., . � - . ..:. ;,. ,rte.. r. DRAWING SAVE NAME: G:\0208\STRUCT\50208001 DRAWING PLOT SCALE: 1=1 CURRENT PLOT DATE 8-28-02 PROJECT NO. 0208 DESIGN G.FRICK DRAWN J.MORAY CHECKED W.P.TONEY . APPROVED GFRICK SEAL , 0 NEW BEARING WALL 2X4 STUDS w 16" O.G. ON OUTSIDE OF EXISTING EXTERIOR WALL (NOT SHOWN) SEE: SHEET 6-3 FOR DETAILS r DRAWING SAVE NAME:, G:\0208\ARCH\A0208005 DRAWING PLOT SCALE: 1=1 CURRENT PLOT DATE - 8 -28-02 PROJECT NO. 0208 , t . 0 NEW BEARING WALL 2X4 STUDS w 16" O.G. ON OUTSIDE OF EXISTING EXTERIOR WALL (NOT SHOWN) SEE: SHEET 6-3 FOR DETAILS r DRAWING SAVE NAME:, G:\0208\ARCH\A0208005 DRAWING PLOT SCALE: 1=1 CURRENT PLOT DATE - 8 -28-02 PROJECT NO. 0208 2" CDX SH " E G SEE ROOF SHEATHING FASTENING SCHEDULE ON SHEET 5 0. NEW PRE -ENGINEERING _ TRUSSES lw 24" O.C. MAX. 51MP60N (2) MT510 AT CANTILEVER TYPICAL. _SECTION 3/4 NEW PRE -ENGINEERING TRUSSES Q 24" O.G. MAX. 1/2" CD X SHEATHING SEE ROOF SHEATHING FASTENING SCHEDULE �• ON SHEET 5-0, EXISTING 0" CMU WALL j FIELD VERIFY. ' _ .--�.. L-.-�•.•••.�-•.,-�.� •t�;:�.'• EXISTING CMU LINTS FIELD VERIFY, EXISTING OPENING (LINE-UP W/ EXISTING, TYPJ �4, O„OC NOTE: 2X8 BLOCKING - MAX, 2 -ROWS MIN TYP. (LOCKING R P � %� 1ST I I V ROOF TO � A I I �l NEW 4 EXI.STINCx WALLS TOGETHER) NEW 2X4 CRICKET WALL v lo" O.G. ' EXISTING 2Xo RAFTERS EXISTING 2X4 5TUDS 1W 16" O.C. MAX FIELD VERIFY. IF STUD SPACING 15 MORE THAN 16" O.C., PROVIDE STUD IN BETWEEN (TYPICAL) EXISTING 1 1/2" CONCRETE FLOOR EXISTING 3/4" PLYWOOD SUB FLOOR EXISTING 2X8 FLOOR JOIST EXISTING CONCRETE BLOCK WALL NEW 2X4 CRICKET WALL v lo” O.C. EXISTING 2X6 RAFTERS EXISTING 2X4 STUDS Q lo" O.C. MAX FIELD VERIFY. IF STUD SPACING IS MORE THAN l6" O.C., PROVIDE STUD IN BETWEEN (TYPICAL) EXISTING 1 1/2" CONCRETE FLOOR EXISTING 3/4" PLYWOOD 5UB FLOOR EX15TING 2X8 FLOOR JOIST EXISTING CONCRETE BLOCK WALL 6ECTION `° .3 3/4'i ' I'.�II • DRAWING SAVE NAME: G:\0208\STRUG1\S0208003 DRAWING PLOT SCALE: -I CURRENT PLOT DATE: 8-28-02 PROJECT NO. 0208 G.FFZICK DESIGN DRAWN J.MORAY CHECKED W.P.TONEY APPROVED G.FRICK SEAL CANTILEVER _. 2XS BLOCKING @'4.0 0.c. (2) 2X4 TOP PLAT MAX, 2-ROW5,MIN. TYP: (LOCKINCx 5IMP50N 6P40R SP2 N U) EXISTING WALLS TOGETHER) SEE SHEET 5-0. , EVERY 5TUp NEW 2X4 STUDS lo" O.C. - EXISITNG 2-ZXS NEAPER (LINE-UP W/ EXISTING, TYP) TO BE REPLACED "SEE HEADEk.:8CHEPULE PROVIDE DOUB LE 2X? BLOCKING 4'-0" O.G. - (ON SHEET `5.0) . , . STUD UNDER EA. MAX 2-ROW5 MIN. TYP. (LOCKING GIRDER TRU55: NEW 4 EXISTING WALLS TOGETHER) EXISTING 2X4 5TUD.6 l2) 5IMP50N C516 AT EACH N TYPICAL,, S -C T EX T SLAB TO Q 16" O.G. IF THE.SPACINC ALLOW FOR NEW SILL PLATE TO MORE THAN `16•', PROVIDE • I EXISTING 2X4 IUALL 51T ON OP OF 2 FLOOR JOIST T Xo O T ADDITIONALSTUD IN-BEpWE>�, , STUDS � 16,E O.C. ATTA a NEW PRE -ENGINEERING _ TRUSSES lw 24" O.C. MAX. 51MP60N (2) MT510 AT CANTILEVER TYPICAL. _SECTION 3/4 NEW PRE -ENGINEERING TRUSSES Q 24" O.G. MAX. 1/2" CD X SHEATHING SEE ROOF SHEATHING FASTENING SCHEDULE �• ON SHEET 5-0, EXISTING 0" CMU WALL j FIELD VERIFY. ' _ .--�.. L-.-�•.•••.�-•.,-�.� •t�;:�.'• EXISTING CMU LINTS FIELD VERIFY, EXISTING OPENING (LINE-UP W/ EXISTING, TYPJ �4, O„OC NOTE: 2X8 BLOCKING - MAX, 2 -ROWS MIN TYP. (LOCKING R P � %� 1ST I I V ROOF TO � A I I �l NEW 4 EXI.STINCx WALLS TOGETHER) NEW 2X4 CRICKET WALL v lo" O.G. ' EXISTING 2Xo RAFTERS EXISTING 2X4 5TUDS 1W 16" O.C. MAX FIELD VERIFY. IF STUD SPACING 15 MORE THAN 16" O.C., PROVIDE STUD IN BETWEEN (TYPICAL) EXISTING 1 1/2" CONCRETE FLOOR EXISTING 3/4" PLYWOOD SUB FLOOR EXISTING 2X8 FLOOR JOIST EXISTING CONCRETE BLOCK WALL NEW 2X4 CRICKET WALL v lo” O.C. EXISTING 2X6 RAFTERS EXISTING 2X4 STUDS Q lo" O.C. MAX FIELD VERIFY. IF STUD SPACING IS MORE THAN l6" O.C., PROVIDE STUD IN BETWEEN (TYPICAL) EXISTING 1 1/2" CONCRETE FLOOR EXISTING 3/4" PLYWOOD 5UB FLOOR EX15TING 2X8 FLOOR JOIST EXISTING CONCRETE BLOCK WALL 6ECTION `° .3 3/4'i ' I'.�II • DRAWING SAVE NAME: G:\0208\STRUG1\S0208003 DRAWING PLOT SCALE: -I CURRENT PLOT DATE: 8-28-02 PROJECT NO. 0208 ISSUES AND REVISIONS DATE: DESCRIPTION: PROJECT SHEET TITLE STRUCTURAL DETAILS DATE DWG, N0. G.FFZICK DESIGN DRAWN J.MORAY CHECKED W.P.TONEY APPROVED G.FRICK SEAL ISSUES AND REVISIONS DATE: DESCRIPTION: PROJECT SHEET TITLE STRUCTURAL DETAILS DATE DWG, N0.