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19th Street 358 (2) TH15 DOCUMENT 15 AN (2) HTS20'S 1w T25 TO 6) -1 W -1 INSTRUI"TENT OF 2pl 2x4 "2 SPF POST Q Z3 ENGINEER'S SERVICE w/ �2) WOOD•Tfe RODS. O w FOR OTHERS FOR CON- (2) 13/4"x14" LVL 5W W U L.= STRUCTION OF PROJECT 5W -- - rznx6-v3 SW (2) 1 3/4"xll 1/4" LVL-3/4 +� N w AS TITLED 5 OW. _ - f '7''r Z INFORMATION DERIVED ' { Q L D FROM THIS INSTRUMENT Z O CAN NOT PE USED FOR r4J HT820's uzi �' w W < OTHER WORKS UNLESS N TI01 To HDR U z W In ILLI � AUTHORIZED BY THE u ENGINEER WITHOUT O 0 Q Iu p INFRINGEMENT OF LEGAL 44 (L ILI RIGHTS. (2) HT520'5 PORCH (q) HT520'5 U Q cV O BEAM TO 4ply 2x6 02 m T100 TO HDR (U MGT e T25 TO (U n -1 W O EV DESCRIPTION 5YP POST. 5/8"0x5-I/2" EMBED N z tt_ Z Z_ WOOD•TIe ROD w/ 2ply 0 1 g,qM 5.1.02/5.13.02 2x4 112 SPF POST. r N Z O � O H or <1 Q m 2 NEW CODE (2) 8'S m2 T TOP RW/ (1) ( 3 W1.1IC1 3 10'-5" 8'-5" L0 WOOD•T(e ROD. Eo O A O ULl (2)2x8-2/3 (2) HTTI6 s IN TANDEM Z U D - 4 BACK-SIDE AK-SIDE OF T101 LL1 ST2 ST2 ST2 TO (I) 5/8"Ox5-1/2" _ _ (L m 1 �ONI 2) HT520'5 1' T18-T21 TO EMBED WOOD-Tie ROE) /I�`I TOP R w/ WOOD•Tle RODS m w/ 5ply 2x4 *2 5YP O - - - - S L!tet m 3' O/C. POST, -j - - 36"x36"x16" W/ O F_ - - - - � - _ - 5-"4'5BOTH L - -1 l - - - - - - - - - - - - - - - - � _Wz cn WAYS (TYP) 3'-0" 5'-8" `" 1 I O UPJ w W O ! 1 4" CONC. 5LAB REINFORCED W/ I V O N J EITHER 6x6 10/10 WWM OR - - - - FIBERMESH ON 6 MIL VAPOR0 / BARRIER OVER TERMITE TREATED, 1 (2) HTTI6'S IN TANDEM 111 La x CLEAN, COMPACTED FILL. I w U �!? r+ Builders r11 10 T BACK-SIDE OF TI00 ® Q � u I I 8/10 8/10 0 I I To nJ 5/8°VixS-1/2" � n Y EMBED WOOD•Tle ROD QQ ® p U � w/ 5ply 2x4 "2 5YP Q z 3 F i rstS o u rce ST2 =lil Em" 5T2 I ST2 8/10 I ST2 Z O O D sT2 i POST, y'' 5 -4 o Q o Q u QfJacksonville 12 (1)MGT m T45 TO (1) 1/2 q z z I 0 WOOD'Tle ROD w/ (n M M M �, DesignCenter,lnc. J 5T2 1 3I 2x4 02 5PF POST. \ I Q 6550 Roosevelt Blvd. 12 I SWI \ 5T2 — — 3 n► _ Jacksonville, Florida - -J 1 N (2) HS's m WOOD TIe45 TO ROD wl� 1/2" TO TOP E /2HDR O = cr 32244 I T43/T44 W/ (1)WOOD-TIE - O _ TO HDR 3 I 2x4 "l 5PF P05T. r! ATel ` p y ROD. � x m n � Fax 904.317-2$35 36"x36"x16'1 W/ I I n Ll 1 15-"4'5 BOTH 36"x36"x16" W/ I I 12 1 WAYS (TYP) 5-04'5 BOTH L J 5T2 (2)MTrS12'5 m:T25 TO ~ u N 12 1 L J � WAYS (TYP) T _T 1 I I (2) H8 5 T40-T42 T43/T44 p`� ' ST2 I r I I I I I TO HDR TO HDR, w/I U21W0 DsTFIe ROD, = V p 1 (2) 14T520'5 m T3 TO N N I.0 D 2' 10'1 I _ I I 1 1 1 In O HDR e q X � m Z cU to = I I 12 o N N 5T2 I I I I I I (2)MT512'5 w n T39 TO R. m X � � � I 3 1/2" I I I — J L _ J L - - - I (2) Hs5 m T,26-T31 TO TOP RECESS 1 1 I I r - - f1~ w/ WOOD TIe RODS m 4' V A� X O (2) HS'S a T26 (2)2x6-I/3 „ - U 1 TO TOP fi? / NDR O/C. X w w `4 SHOWER L J I °�° W/ ru Woov•T1E I 1 I � — - - - - - - - - w m N _. RD. m �' w I 5'-8" V-2" I 12 12 I i 5T2 1 5W 0 - L F_ _1 I i ST2 1 5W 5W (2)2x6 n I `` �I u a m a a 1 11._ I I -m" 12'_3" -�" I - - - — --- - - - - - - — � vl X a ►--� N r r 1 I 1 r 1 12 1 1 I I (2) H5'5 m T26 = I I TO TDP fi'_ / HDR. _` cv ST2 I I 572 11 1 5W SW S 5W VI I ST2 1 1 1 8/10 I 5111. . . .; _... X 0 o V1 q I V N v 1 m I I 11 1 1 1 5T2 � � e I I I I 7 I L - - - — — — — L ->� 1 _ �1— .� ___. _...- - - � o �+ t I I I II I FLAN 0 m ,I C� I J I F,U�TU�fRAL FLAI `! V1 U U rn I--- - - - - - - � I I ST2 SI 3/I�a" = I,-/�)II �, � 0 � X u N 10 SC/ X - V 1 0 I I I u! " - C o e ST2 1 I �K O U Ov r, --fizz E-H r l 2'-4" 3'-4° 1'-8" 2'-4" �p - I I r 1 20"x20"xl " W/ 20'x20"xl " W/ 2 L L 0 iP ST2 2-+'4'5 Bo H 2-14'S 5O­W ST2 - - - - - - - - - - - - - - - -� lUMGTmT4`IATO I) '� ' �'• �r `� v U 111 3 (k 1/2"0 WOOD•Tfe ROD W/ a " "' MIN. 3" EDGE DIST NCE fir' ` LL O w O O WAYS (TY=D WA 5 (TY ) 7O ll N w/ 2ply 2x4 #z SPF CONVENTIONAL FRAMING NOTE if) + O O ALL RIDGES 2x8 02 5YP ' r ST2 POST. ` (a DRAWN BAM II 4 II 2 6 (oil 10 6 20-� _ 59'-6" ST2 140 ALL RAFTERS 2x6 "2 SYP m 24" �/C Z � CHECKED LAP (5) .131x3" TOENAILS m RAFTERS TSO O 1 LL Z SCALE 3/16 RAPTE RIDGE/HIP RIDGE/vALLEY. C) p DATE 10/26/01 (1) H5 OR H8 m EACH RAFTER TO PLATE. JOB NO. J110215 40 (6) .131x3" TOENAILS m HIP RIDGE//VALLEY °�J RIDGE TO ADJACENT MEMBER 50PT, 2824/35V`�R rU MTS12 STRAP m HIP RIDGE/VALLEY TO STRUCTURAL ENGINEERING FOR U5E WITH PLATE. TRUSSES BY BUILDERS FIRST SOURCE. FOUNDATION FLAN C,1; END ZONE PRESSURES o �11i 5W COMPONENTS / CLADDING PRESSURES - IN P9F OFN'G END-ZONES INTERIOR-ZONES 1! 1 O F 1-Q� AREA POS. (�)NEG.(-) POS.(+) NEG. 0-20 eF 25.9 34.1 25.9 28.1 p 1 20-50 OF 243 32.5 24.3 2�.m r� ,n ' 50-100 OF 233 29.4 23.3 25A 100 or 21.9 214 21.9 243 WOOD•Tie ..- LEGEND PLAN NOTES CONNECTIONS w lzmmph,.e5tc�'•aeGcpa z To sem' PLAN 350V NOTE THAT CERTAIN WOOD•Tie RODS MAY ;3E DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-L,OAD BEARING WALLS CONNECTOIe f"1ETHOD OF ATTACHMENT :?T, ,;,. ; ", END-ZONE COMPONENTS 8 THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION, WALLS THAT HAVE BECOME LOAID BEARING OR EXISTING (2) 2xro-I / 2 HEADER/BEAM CALL-OUT I) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND ! CLADDING PRE55URE5 APPLY SHEET DETAILS, MSTAIS (14) 10d Cormmons/Total, 5�„8„ LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tie RODS INSTALLED AS FOLLOWS: MSTA24 (Iro) 10d Commons/Total. cs� TO WINDOWS 8 DOORS IN NUMBER OF KING STUDS EACH SIDE OF OPENING HIGHLIGHTED AREAS - TYP. O/C WOOD•Tie IROD TOLERANCES 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MST43 (48) lmdxl-11/2"/Total. NUMBER OF JACK STUDS EACH SIDE OF OPENING ': `� THE X DIMENSION ILLUSTRATES r'OOF TFU55 UPLIFT (L55) l..I.100p*Tie �:O��S) EXTERIOR SIZE OF HEADER MATERIAL LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 CS16 (28) 8d or ((22) 106 Commons/Total. S1 #0-1000 ROD(5) s 4' O/C (INTERIOR) OR &' O/C (EXTERIOR). —TOLERANCES THE MEASUREMENT OFF THE NUMBER OF PLIES IN HEADER PRO/IDED 8Y OTHERS. BUILDERS FIRST 50UCE OF JACKSONVILLE, INC 5PN4/ro/8 (12J 10dx1-I/;2 . CORNER OF CORNER OF THE HOUSE WHERE SHOULD NOT DESIGN CENTER (BF5DC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF MT512 (14) 10d Cormmons or 10dxl-1/2"/Total. #1001-201ro ADD (1) ROD ADJACENT TO TRU55, 3�_0�� 3�_0+� OVERRIDE ALL EXTERIOR HEADERS r2nx6-1/2 UNLESS NOTED OTHERWISE THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. a HOUSE END-ZONE (NOT INT-ZONE) #2017 4 GREATER CONSULT DESIGN CENTER. I � WOOD•TIE HTS20 (20) 10d Cc-)mmons or (24) 1Odx1-I/2 /Total. (TYP) PRESSURES SHOULD BE USED. INTERIOR ALL INTERIOR HEADERS (2)2x6-VI UNLESS NOTED OTHERWISE LGT2 (14) Trod'S1nkkers/Each to Truss and Stud Column. nUIDELINES OUTLINED PROPERLY RATED OPEN WEB TRU55 HEADER MAY BE USED DESIGN LOADS MGT (22) 10d Commons�:to Wood Member - 1/2" diameter or Larder Threaded Rod per Accompanying X AfFOX DATE WOOD'Tie ROD LOCATION. X < 2 0X 2, 0„ BELOW IN LIEU OF SPECIFIED HEADER Note on Paige 51,' A. GRAVITY LOADS: ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH B. LATERAL LOADS: HGT-2/3 (8) 106 to 1Tru5s -• I/2 diameter or Larger Threaded Rod per Accompanying Note on Page SI RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION,. UNLESS NOTED ROOF LOAD TOP CHORD...LL=20PSF DL=7P5F WIND LOAD - 120 MPH HGT-4 (Iro) 106 to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED, IN ADDITION, ROD-9 SHOULD BE LOCATED AT SWI' SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR D/5T1 BOT CHORD...LL=10P5F DL=5P5F SEISMIC ZONE - I HTTIro (18) Irod Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying COfzNER5, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVIED HOLD-DOWNS PER FLOOR LOAD DL=15 P5F Note on Paige Sl. DETAIL E/STI). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XAPPROXIMATE WOOD"Tle LOCATION LL=40 P5F PTT22 (32) I(,d Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. 5EE WOOD+Tie SECTION Note on Page 51. TI41S DOCUMENT IS AN K I-• INSTRUMENT OF HEADER PER STRUCTURALTI STI SERVICE PLAN OR TRUSS LAYOUT CKIN'-cEl�'S FOR OTNERa FOR CON- - STRUCTIDN OF PROJECT BUILT-Ul`' OR BOXED COLUMN MAY (2A ISTA24 W&VOd /END BE USED IN LIEU OF 4x4 O (ox6. AS TITLED BELOW. FROM BEAM TO POST INFORMATION DERIVED CENTER STRAP a JOINT USE 4ply"2 5YP 2_9$ply 112 SPF 2x4 FROM TP15 INSTRUMENT UN.O.ON STR G7U>�AL BUILT-UP COLUMN 11_0 4x4 PLAN. CAN NOT 3E USED FOR USE $ply 02 5YP Q9$ply *2 5PF 2x6 OTHER WORKS UNL ESS PT"2 5YP 4x4 P06T BUILT-UP COLUMN I.L.O 6x6 4U-f•N0fZIZE[D >=3'•r TNI~ -COLUMNS GREATER 6) WITI••-IOUT THAN 10' Old THOSE SUPPORTING INFRINGEMENT OF LEGAL ENGINEEREP WOOD < iZICx{ IT-'�_ PRODUCT: USE PT 12 0 ON 6x6 POSTTURA PLAN r„-�,_„v„^___-__..----_..,....._--- � E I�ESGF�IPTI©N ON STRUCTURAL PLAN) 1 W i (2J"2 5PF 2x4 w EA.COINER � - 1 I.L.D.4x4 POST.(3)02 SPF p 1 2x4'5 m CORNERS DIRECTLY � POST TO SLAB CONNECTION, 19ENEATH BEAM WHEN 6x6 15 0 2 - WITH ABU44 OR 461166 W/ 1 RECZ'D. _L , (12)16d Qt V2"0x4 1/4" EMBED. WTT16 4 5/5"0x5-1/2" EPDXIED ALL THREAAD Ogl EMBED EPDXIED S -- (1)WTTI6 4 5/B"0 x n,-1/2" 1 ALL THREAD s °2 SYP LEDGER FASTENEDO x EM5RD EPDXIED ALL ------ ------ ----T- -__-_-- EACH Dg To 16" o/c STUDS w/ .131x9" THREAD. ---___ ALTERNATIVE A5 nUN NAILS 'm EA STUD 54 0 WN ON (TRU55-70-LEDGER STRUCTURAL PLAN. CONNECTOR SPECIFIED b. . 1 BY TRU55 ENGINEER) BEAM ABOVE A.P.A.OR X TECO SHEATRATED W/ LEDGER 4 CONNETION SCHE ULE CF'E�i TRUE FOOTING (SEE FOUNDATION,' Rv 0.116..._. 2x6 w/l5J NAILS m EACH STUD. PLAN FOR SIZE) 1 NAILING ad Rv"777-1241_...2xa w/(8)NAILS a EACH STUD, 1 NAILING - 4 5DE5 RV" 1242.1862...2x12 w/02)NAILS m EACH STUD. TYE'r PORCH POST 4 ALL BOXED _ (5/aGEA1_11 FRAM DEQAI11 _ TRU- SS- LED ER-DETAIL DETAIL I/dI'll,0" M57A24 W/!9)10d/END, ON STUD (2)2x4 12 5YP _ APPROVED 7(ciJSS-TD.f2 CORRECTORS uilder.., TRUSS TOP CHORD OVERHANGS IN EXGE55 OF!6"AND UP TO 24" - a A55EMBLY (TYP 4 w HEADER,4 w SILL) BLOCKING(TYP) UPLIFT(LB51 CONNECTION UPLIFTS a _ STUD WALL SPECIFICATIONS � � �� � L USE 2xa STP OUT LOCKER AT In"o/c CLIP TO - -- 1000 SEE _ _ N HORIZONTAL 2x4 SPF 02 05L.TOP PL.WITH(2)W5 W/($)8d.OVERWANG5 AF'.A.OR TECO RATED CI-465 (11µ5-Wl(4) Ed/ENI? -__ STRUCTURAL -HT•(FT) CONNECTION BLOCKING EsTWN TRUSS 1,"OR LE55 USE 2x4 SYP DUTLDOKER A7 24" SHEATHING ON ROOF CJEGK. 0-145 _ (I)118 W/,(5)J(Od x_I,I/2"/ N _O-3'I II%8" -� 2x4 9Cs,SpF_STUl52 16"_2C_ � C� ����g p� Q._�_._._ PLAN. _ &9 BLOCK SWEATWING EDGES o/c WITH(1)46 W/(6)ad ROOF 5WEAM4NG SHALL BE F 465-930 N�(2)H5 UJ/!4)Sd/END/EA. _ _ CEJ-10'�I I/$" -�_2u4_._�"2 Sff F STUDS m_l�!'•C7/G,_. CONT 2x4(MAYBE OMITTED IF (U M5TAI8 15 USED WITHIN 4'OF GABLE TRU55 HEADER PER STRUCTURAL PLAN AL FRAMING MATERIAL To 5 '1/16"ARA,RATED 7q5=jmQj��-C2J Wa lu/(5)jpd x I-I/a"/ENL7/EA.T � (Il ll'-1 1/8" 2x4 "2 5E STUDS m 12" 0/G �y " FROM BLOCK-TO BLOCK ACROSS EA. TRU-53) A$TEN SHEATHING TO FRAMING AT 3"o/c �I �� 02 5TE EXCEPT A5 NOT5ip, X12 St'F SWEATWING WITH ad NAIL5 AT _ _- __...� --- - --- 6✓e 'I n�j��t�i In�i. ON f=gGES,,"a/c IN FIELD W/8d. MAY Bl U^JEED I.LO 2 SYP ONLY (o" D.G,AT ALL 5UPPOPRTED 0-1000 --(1)HI(a/µ1(o5 W/(I(p)106 x 1-1/2" 7O-70F PI_.___- P) 12'-1 1/S' 2x6 "2 SPF STUDS � 1C� O/C y \ 106 6"o/C FROM IF BOTH 51[71✓5 OF FRA(11NCs I5 PANE1_ EDGES AND l2" c7,C. IN0 10CZf0 (I)MT5-F-u7- ­1 (7J 106 x 1-10'HN2 \ CONT.2x4 TO 2x4 SNEATN77fO. -� FIELD. �✓�J� �pp5Ve1t3IVe� BLOCKING ALL EXTERIOR WALL SHEATWIN zz APA,RATED SWEATWING TO _ • T,I HORIZONTAL 2x4 5PF 12 MATCH ROOF SHEATHING ��� �J TRU55-70-FE GONN8EG70R ALL SI-TALL B)= -1/16" APA.RATED Jacksonville, Florida BLOCKING BTWN TRUSS NAIL THROUGH A.PA.RATED SHEATHING TRU55 SCHIIEDULE FOR PRE-ENGINEERED ROOF SHEATHING WITH Sd RAILS AT 6" INTO NO.2 5YP FRAMING W/ad AT 3" GGONNEGTOR TRUSS OR RAFTER O.G. AT ALL PANEL EpGf?S AND 32244 ROOF SHEATHING - Lt 2x 12 5YP DBL .TOP PL.($LOPED) O.G.AT ALL EDGES AND INTO EACH PLY -J 12" P.G. IN FIELD (TYP U.N.D,). OF EACH DOUBLE INTERIOR PLATE,12" Tel W4,112-6100 1 O.C.ELSEWHERE. 5PH4/b/8 m 32"OIG QS CONTINUOU5 2x4 5PF 02 W/(3) 1/16"APA.RATED SHEATHING WITH W n " SPF STUDS • (2)2x4 2 5YP TOP'P. FAS _HIEN WaOD rre RODS 4'O(G Fax ��4.317-2535 .131x3" NAILS TO EACH TRU55 ad NAILS w," o1c ALONG ALL PANEL FOR OTHER UPLIFT HARDWARE (2)ROWS 10d w 12" ,O.G.(U,N.O.)MIN. w/3x3x1/5" WASHERS. - -- - VERTICAL 4 w 6"o/c .131x3" -� EDGES AND 12" o1c IN FIELD. BLOCK AND CONNECTIONS, SEE TYPICAL 24" LAP W/(12)10d IIN LAP.SPH4/(a/8 TRUSS TOP CHORD -� / X NAILS TO INTERMEDIATE 1/2"Gyp ALL EDGES CCDNTINUE STUDS d SHEATHING WALL SECTION AND TYPICAL ALL EXTERIOR WALL SHEATHING E3LOCKINGs. ADD(U MSrA18 31" OIC Q WDDID,TIe RODS 6' FOUND TO UNDERSIDE OF OUTLOC7CER5) HEADER FRAMING DETAIL, SHA" BE 1/IFi"A.P.A.RA7Ep 1/2"0 x 4-1/2" EMBEDMENT WEDGE TRUSSES/RAFTERS O/G W/3%3x1/8" WAI5HER5. SHEATHING WITH 8d NAILS AT 6" ANCHOR5 aP EPDXIED ALL + STRAP W/!11 106/END EA. .� C2)2x4 "2 5YP AT DOUpLE INTERIOR J O.G.AT ALL PANEL EPGE5 AND T fREAL75 �9T"a/c W/?x2 X1/8" HEEL/END VERTICAL _1 , SPLICE (CONT.2x4 MAYBE SILL (TYP) SILLS/PLATES/BLOCKING,NAIL RAFTEF2-T -Ei? CONN TORS 12" O.G, IN FIELD (TTP-U.N.O.). WASHERS OR WOOD Tie RODS OF TRUSS OMITTED IF(U M5TAI6 15 USED CEILING HEIGHT VARIES FROM BLPCK-TO BLOCK FIRST PLATE TO SECOND PLATE W/ L1=NGTH CONNECTOR "2 5YP PT BOTTOM R w/ 4"o/c.WOOD'TIs RODS m ACRO55 EA.TRUSS) (2)ROWS 12d COMMONS AT a" O,C. 5PH4/6/8 m 32" O/C INTERIOR SWEARWALLS ADC7 0-1' !IJ HS,Ha,Hlra, MT512 WOOD,Tie RODS o 6' O/C. EITHER 24"o/c SHOT PINS OR 16d 1/Ifo" A.P.A.OR TECO RATED - 1 j SIDE PANEL WEIGHT TO (2)H5'S OR Ha'5 0�2 CASE HARD NAILS � la"a/c, 5WEATWING W/6"/12"n/c 8d NAILS u) MSTA24 W/(5)106 WIDTH REQUIREMENTS '1'-14' -- --- 1/2'4x1' EMBED AB,w/2"x211%1/8" WASH BLOCK ALL PANEL EDGES. � h lFt) MIN,w 11J WI6 AT 32" o/o Pm 1/2110 WOOD•Tlo RODS m NAILS/ENO ® EA,51p! OF ANGHC BOI Tl5J _ _ MTS'r12 6' D/C W/EITHER 5µ0T PINS S 24" O/C 02 5YP PT BOTTOM E' EA.STUD AE3DvE OR SI' T PINS �' 2'-I" a 14' SEE PLAN OR Ir d CASE WARDS a 18" O/C. r({� ' HEADER 4 JACKS TO � PER TAIL E/STI �1 HEADER ,' I'-8 I/2" JACKS T ANp 5HOR7 R MAY TRU55-TO-IL' CONNECTOR: - DOUBLE TOP fi' OF WALL TYPICAL WALL 4' 1'•2 1/2" TRUSS-TO-f"c, CONINEGMON �z -q__,_e----. '- �� o SEE TRUSS SCHEDULE FOR PEAK- TO II': 2x4 STUDS 5 1•g USE (4)106 IN LIEU OF- _ E --�� e —mac Il 12- TYPE (pTL A k B /STI) CONNECTIONS: 12- 7p 14': 2x6 5PF`2 q 1 " 4 'a I _ -� 57 TO-STUD, 7D-SHOE, 70 16' 2x6 5YP-2 FINISH r -II I ° OR BERME5H 14 li ALL CONCRETE MINIMUM _ 2500 PSI COMPRESSIVE f2 I,': 1x8 5YP'1L 1 STRENGTH w 28 DAYS.' SHOE•TO-FOUNDATION GRADE ' _ STUDS /SWEAR WALL FOOTING TO BEAR OWATERPROOF N UNDISTURBED SOIL FRAMING PER PLAN =L o $RACING or TRU55 HE HTT22 W/5/a"0 ALL NOTE) MA5iONRY 5TENWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR HOLT,IF USED,WITHIN 8" OF II II II FOOTING (SEE TYPICAL WALL SECTION) " ov R- 16" TALL , AT SH E A t�1,4 C� THREAD (5 !/2" �, REINFORCING NG AND DIMENSIONING ION NIG OF�OO �GSpPENINCyS IN BEARING WALLS. 51=E TYPICAL CONCRETE 5EC'I IONS FOR EMl3EDMENT)(TYP) r\ �TlSHEAR GA�LE EN® �ALLC7C�N-FI�AMINC� DETAIL sTl SW5 .° 5FECIAL 5HEARIUALL DETAIL sTl lropo AL WALL SECTION • 11211 d 1 a�y.11 1/211 a 11.011 2x4 "2 5YP•QU�OKES -SWI 4 SW2 SWEAR WALLS REQUIRE MIN.48" OVERLAPS �I� ,OVERHANGS I6" m 24"o/c W/0I H5 m EACH W/MIN.(24).131x3"NAILS m TOP PLATE SPLICES OR(2) \�(, OUTLOOKER TO TOP CHORD OF GABLE TRUSS MSTA24'6 W/(9) Ip>d/END,CENTERED ON EACW SPLICE. _APPROVED 1 TRUSS-TO-E CONNECTOR$ +OVERHANGS 16" > 24" w Ifo"c/c W/(2)H5 w EAC UPLIFTS 7 _ STUD WALL SPECIFICATIONS UPLIFT(L>35) C:ONNEGTIaN _ ..._ _....-_._- ROOF SHEATHING SUPPORTED EDGE BLOCK SHEATHING EDGES OUTLOOKER TO TOP CHORD OF GABLE TRU55 --- - --- 1000 6EIE - - -- NAILING PER PLAN ^0-4(95 CD H5 W1(4)86/END IE H7,(5T) GDNNECTION�WITHIN 4' OF GABLE TRU55 - STRUCTURAL 0-a'-I 1/8" _2x4 S.G.5PF STUDS I(o' O/C m�145 ('U W8 W/(S)106 x I-I/ "/END � < - ---FASTEN SHEATHING TO FRAMING 1I NAIL THROUGH A.F.A.OR TECO RATED SHEATHING - -- -- PLAN. p 10'-I I%8' 2xF} "2 5PF STUpS.?� ,01G AT 3"/6" O.G.W/8d NAILS, t C��` INTO NO.2 5F'F FRAMING PER SHEAR 4a5-930 ('2l W5 W/(4J 8d/�Np�A: _ ____ 145-1000) C2)HaHB�U)%•(57!06 x I-I/2"/ NC7/ A. (�-II'-1 1/8" 2x4 12 5Fr STUDS ,@ 12' C7/C_ I� NO.2 5YP 2x CONT,TO TRUSS 4 A.P_A.OR TECO RATED SHEATHING FASTENED TO WALL TABLE. 0-1000 !'IA H16/HIroS W%CIS)106 x I-1/2"TO TOp '� �� 0-12'-I 1i8" 2x6u2 5PF 5TUD5 g I(a" O/G 1 11 1/4"MAX ED PLATE W/S x311 - MATCH FRAMING PER SHEAR WALL TABLE11 -- BOTTOM CHORD OF TRUSS EDGE NAILING SPACING OF 0-1000 ('U MT512 W/(1) 10d x 1-IYVIENp (UP TP A 2x12) 5HEARWALL SHEATHING (4),131x3" OE o$END A.F'.4.OR TECO RATED (BLOCK PANEL E1 E5) SHEAR WALL (EITHER 6"o/c OR 3"a/c). NAILS a GN SHEATHING TO MATCH A.P.A.OR TECO) RATED 8d COMMON HOLD DOWN w END5 IN ADDITION OUTLOOK TO TOP l ROOF SHEATHING SHEATHING ON G BP DECK. _ „ NAILING TO TYP.WALL SECTION(A/STI 4 ROOF SHEATHING 51-TALL BE SHEATH TRUSS CLO TO GABLE TOP CHORE? / % SPACING B/BTU. WOOp'TIE ROD MAY BE 11/1(o"APA. RATED USED IN LIEU OF ANY SPECIFIED INTERIOR WALL LV/1/16" A.P.A,OR SHEATHING WITH ad WAIL5 AT 2x L E3RAGE ON GABLE VERTICALS AS DOUBLE STUDS m EACH END µOLD-DOWN• PRE-ENGINEERED RO TEED RATED SHEATHING W/ ad 6" ., 5PECIFIED BY TRUSS MANUF.(MIN.2x4 '"2 OF SHEAR WALLS 6" p.C. A7 ALL SUPIPORTED TRUSS OR RAFTER OR 3" O.G-AT ALL EDGES AND 12" 5PF W/6"o/c .131x3"NAILS m MAX 24"0/c). EDGE FIELD 1 STORY 2 $TORY PANEL EDGES AND 12P O,G. IN O.G. IN THE FIELD - BLOCK ALL I I WALLS > 15'LONG: NONE (0GSf6, FIELD EDGES (MATCH NAIL PATTERN GABLE TRUSS 5W 6 12 REQ'Dd WALLS [15' LONG: STRAP SPECIFIED FOR 5HTN'G m SW BELOW). µEADER KING 57UD5 MAY 5EF2VE (2)5PH4/,/8 W/ 1/2"0 x A5 DBL STUDS A7 THE ENDS OF 4-I/2" EMBED EPDXIED (2)1 2 5YP TOP E. FASTE=N W/(2) C� EDGE OF 2x NEED NOT E3E SWEARWALL5 ALL THREAD 4 3%3x1/8" + FI_U5H W/ EDGE OF TOP f'(?- CLIP END OF LATERAL BRACE TO GABLE ,� ROWS 10d 12"o/c(U.N.O.)MIN.24" LA 9Fµ4/6/8 32"a/c O� SHEATHINGS m TRU55 MAY BE 2x4 ••B GING T MI P ND T WASHER WITHIN 3"OF BOTTOM CHORD WITH (2)H5 CLIP5. TRU55-TO-IRGONiNECTOR SEE W/1I2110d IN LAP. WOOp'TIe RODS W/ OMITTED ONLY IF SHEAR WALL 15 A R POINT OF GAB E ">(" 5TUD5/5PH4/,/b. ' TRU55 BCF+IEDULE FOR � 311x3"xl/8"WA$HER w 4"o/cn n A SW OR 5W4 DESIGNATION AAS 2x B GES INWARD IN,a' 4 AT µ EA GABLE BOTTOM CHORD TO TOP R W/M5TAI8 [CONNECTOR. CONNECTOR BTLLN 5HEARWALL 4 DJACENT TRUS W/(3).131x3" N STRAP W/(1)Uad/ENP ® 48"o/c OR.131x3" TOE SWI 3 12 IIJHTTZ2 W/5/a"0 x 5-1/2" (3)C51C9 I TRU55 > 2x 5HEARWALL LENGTH. A " INC 5 ACI NAILS 7U TOP f2 m 3"o/c-STAGGERED A5 REQ'D. EMB) p EPDXIED ALL $TRAP$ 5PH4/6/8 a 32"o/c 5PF STUDS II II I l C 4/12 PITC 8'oIc STUDS PER PLAN RAFTER-TO-t2 CON MCTOkRS !I••_I] -- THREAD. -N OR WDOq,Tie 5µEARWALL (SHEATHING d 4/12 ¢ 1/12 1 FCH 6'o/c 1116" A.P.A.OR TECO RATED SHEATHING W/8d NAILS RODS W/3"x311%1/a" > 1/12 PITCt I . 4'a/c _ 6" O.G.ALONG ALL PANEL EDGES AND 12" O.G. IN SPACING (2)5PW4/6/a W/ 1/2"0 x 4-1/4" LENGTH CONNECTOR CONNECTORS PER PLAN FIELD. E3LOGK ALL EDGES lGONTINUE SHEATHING PER PLAN 5W2 3 12 EMBED G'PDXIED ALL STRAPS WASHER m(v"o/c THREAD W/3x3x1/8" STRAPS 0-1' (U W5,N8H16,CTR MT5I2 TO MIDPOINT OF[SABLE BOTTOM CHORD) WASHER (2)H5'S 2S Pia'S g 1'-14' NOTES: (U H16 Q9 MV512 'STRAPPING, f2 C1 1F FIRST OUTL OCiCER IS MORE I) 5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION -•-- _.._ -�- __-- CONNECTOR5, GLIP5, FOR RATED 5HEATHING ON EXTERIOR ] 14' SEE PLAN 2xi4 "2 5YP LATERAL BRACE AT 48"o/a. ALL EXTERIOR WALL SHEATHING A,r3'S /O LU0017,Tie (3i),131x3" NAILS THROUGH BRACE INTO THAN 3a",FROM FASCIA,USE WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN, JACKS 1' AND LIEU OPF MAY SHALL BE 1/16" A.P,A, RATED ROL75 ARE NOT REQT) �L ranx4'S m FIRST OU7L0 R ONLY USE !4)106 IN LIEU ODF N07E EAGµTRUSS BOTTOM CHORD. EXTEND SHEATHING WITH ad NAILS AT 6" Ca INTI~RIOR BEARING (( 2) OPENINGS IN SHEAR WALL 555MENTS PERMITTED ONLY TRU55 CONNECTION O.G.AT ALL PANEL EDGES AMC) Ld B6RACE TO FOURTH INTERIOR TRU55. THIS INTERIOR SWEAR HAL!_ DETAIL IS INTENDED FOR USE IN AREAS WHERE THE 3Z HOLD pO1,1,gy5 IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL WALLS, SUf�PORTINCx D/5T1. STUD WALL5 WITH BRIICK VENEER l2" O.C. IN FIELD (TYP'-UN.O.). �r SWEAR WALL DUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO MSTAIS STRAP � \F� FOOTING (SEE TYPICAL WALL SECTION) PER TABLE R ONLY FLOOR LOADS. SII` _ CONTINUING 514EAR WALL FRAMING ABOVE THE PLATE LfNE TO TWE ROOT=DECK. 4a"o/c QS.131x3" or'T(DN: SECURE BRucK vENE?R s C1 TOE NAILS 3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH TO WOOD FRAME w/G:ALV. TIES a 02 5YP BOTTOM 12 W/(2)ROWS OF 10d ALTERNATE INTERIOR SH ARLJALL FRAMING � GABLE END B A� NCS DETAIL � SMEAR WALL A55EMLY DETAIL WPAW022 W/(23)166 I,"o/c HORIZONT"AL 4 32"o/c NAILS m 12"o/c,STAGGERED. VERTICAL WOOD'TIe ANCHORING ROD MAY BE USED IN LIEU OF n 1'-�" HT1 I/Z" I'•®11 (1)OR(2)CSI(o STRAPS OR(a)5FI-14/(0/8 AND EPDXIED 3/4" TdG PLYWOOD _ DRAWN E3,4 l,RW ALL THREAD/WASHER NAIL SHEATHING TO BO1TTOM fE 6"/6"o/c 10d NAILS k GLUE WOOD,TIE ROD FROM ABOVE, �0►1 - AMID BAND BOARD PlIiR2 REOV �W/LIQUID NAIL OR EQUAL, GHECKED LAP SECURED TO BEAM VIA HTTI6 W/ (18)166 NAILS,MIN. / HEADER(SIZE SHEAR WALL EDCSE MAILING. N �� BEAM SECURED VIA WOOD,TIE ROD 4 PER CALLOUT ON $pH4/6/8 PLATE STRAP ACROSS JCJINTS IN --� r�7CAL NOTED - WOOD•TIE ROD THROUGH ��-���" (UµTTI, W/C1$)t6d (MAY 6E ROTATED STRUCTURAL CONNECTORS NDT REQ U$E 48" STRAPS I.L.C. _ rl GENTERLINEDF BEAM W/ �i��%/ �� BAND BOARD W/(IAMSTA24 a7 //� 180• TO CONCEAL. FLANGE) ((2)5PH4/6/6 PLAN)OR TRU55 lI X11 IF APA/TE 0 RATED -SPECIFIED 40" 57RAPS DATE I/I 1/02 3%3x1/8" WASHER 4 NUT. �� r;%I II W/(9J 106 NAILS /END f °•�/ LAYOUT IF SYS 42. SµEATHING 15 NAILED IF LOOR DEPTH f2 I6" HEADER PER CORNER OF II II INTO TOP I2 A55EM�}I 7 4 5TRUCTURAL "/ (N07 REC1'D WHEN USING JOg NO. STANDARD eT WEA12ER W/(I RDW OP I� (4)106 KING NAIL SHEATHING TO) TOP IE WOOp,TIE RODS) •J GARAGE 11 II 3"o/c ad NAIL. PLAN STUD-70-HEADER, I'Ef2 REC3'p SµEAiR WALL TRUSS DTA)I 5PH4/6/8 A 32"o/c TOP 12 TO HpR II EACH END AND EDGE PNAILING IN THE I✓`1'/ENT THE CONCRETE EACH PLY, - FLOOR TRU55 OR I-JO15T5 II II GARAGE OF I FpOOR STUDS OR STUDS TO LOLUER FLOOR GON7RAC.TpR OMITS TWE TRU55-TO-12 AND WPAWD22 EMBEDDED (2)M5TA24 W/ C ATTACH 2ND FLOOR STFUDS TO �I II TRU56-T -1 CONNECTOR STRAPS, IIT IS ACCEPTABLE (9JI0d/END/STRAP m EA SCHEDULE FOR SPACING II A.F.A.OR TEED RATED 157 FLOOR STUDS OR:FLOOR (2)°2 5YP TDF P2. BEAM WITµ40" LENGTH OF [516 SHEATHING W/(U ROW OF BEAM W/40" LENGTH)C48' IF 11111t111111/�/�/! WOOD BEAM TO 5UE35T ITUTE !IJ M5T45 ENp OF HEADER UN.O_ II II CONNECTOR(SWEET STI) II FLOOR DEPTH fR IV')COP 0516 s FASTEN W/(2)ROWS 10d STRAPPING w/(IU10d/END. ''''II,���+y��qp� �q CONNECTION r y� �w-�* r� SERIES Flt AT STRAP PER SHEATHING NEED ONLY 8d NAILS 3" O.G.AT TOP CENTERED ON FLOOR SYSTEM b 4�'i,..d6.� TIE BEAI 1 4.r+4.�NNE 0. v I I�I�1 ALTERNATIVES CovEF2 LO R Fe DF TOP (INTO fi?'S1 AND BOTTOM STRAPS 3Z" O/C Ull/!IU 10 5PF STUDS 12"o/c W/MIN. N, 106 IN �'\\, rl -- WPANp22,.FAGS MOUNT THE 1/I," A.PA,RATED SHEATHING�� II II •--Lu---- II d/END (CENTERED ON1 FLOOR LAP (UN.OJ MIN,24" LAP Q9 WOOD'Tio RODS 4'o)c. ASSEMBLY IFI (INTO HEADER).NO 5PH'S STRAP TCD THE FOUNDATION W/ad NAILS AT 3"/12"o/c. ALL JACKS TO HEADER: JACK AND KING STUD5, REQUIRED. SYSTEM)OR USE WCOOD,T10 ALL EXTERIOR WALL SHEATHING `,r u n 11 WITH EITHIER(4)I/2'0 II II ASR ARE P OPERLY II - SPF STUDS 1/2 Id-011 NAI ED 7 ETHER NSTA18 W/(6)10d IN QUANTITY PER CALLOU7 RODS a 6' O/C(/4' O/C 0 SHALL BE 1/1," A.PA. RATED EPDXIED) ALL THREADS W/ JACKS PER PLAN HEADER,(6)10d IN JACK. ON STRUCTURAL PLAN. II FASTEN ADJACENT INTERIOR WALLS). GGONTINUE SHEATHING WITH 8d NAILS AT 6" 4 1/4"MIN.1.EMBEDMENT OR II II B)TRU55 CLIPS/STRAP'S QUANTITY/51ZE/GRADE/53PECIES O-C.AT ALL PANEL EDGES AMC) (3)ROWS OF t0al NAILS 06)3/16"40x 1 3/4" TAPCON ARE .ATTAQ4 TO 5QTH IE'S rr KINGS AND JACKS W/(2) STUD COLUMN SPECIrNCATION 12" O.G. IN FIELD (TYP-UN.O.). I/2"d x 4-I/2" 1~MBEDMENT WEDGE (U ROW OF 10&NAILS m _ B' OG.,STAGGERED AS ANCHOR53.FASTEN STRAP TO II II 4" D.G.STAGGERED, I N : c SHOWN, EA PLY. STUDS W/'(20)I,d, MIN.3 KING STUDS EACH I ROWS OF IP)d m 8"O.G. ON STRUCTURAL SHEETf (51 OR •2 5YP P7 BO-)'TOM f2 w/ SPHd/6/a w ANCHORS OR EPDXIED ALL 2)THROUGH FLOOR SYSTEM TO SIDE OF OPENING WHEN II II II 32"o/c OR WOOD+TIe RODS w 6'o/c. THREADS p 332"o/c IT e x1 D (U ROW OF 106 NAILS w 6" O.G. " 1/4" OFF 4 OF 2xfo. " " " FOUNDATION AND ADD !U CSI, WASHERS OR WOOD,7ie RODS m TAT• 4(! " USING 2x, FRAMING,5 KING�' FASTEN ADJACENT KINGS WOOD,TIE ROD ADJACENT s= g = II II II PER PLY ACR053i FLOOR 4"o/c.WOOD•TI& RODS m i S7AC:GERED,WITHIN 3/4" OF , " 5TUD5 EACH SIDE WHEN ANp JACKS W/(21 ROWS TU(INC STUD5 EACW SIDE I/2"0x1" EMBED A.B.w/211x211x1/8" fi GEN7ERLINE OF 2x4 15/6" " SYSTEM(OR WOOD'T11e ROD$ INTERIOR.SµEARWAI LS ADP % , �CI� .•'' \� " HPAHD2Z LEU/(23)166 TO USING 2x4 FRAMING UN,O„ OF 10d a a"O.C. II OF OPENING > 6'-0' CONT.TO FOUNDATION)- WASHER AT 32"o% OR 1/2'0 WOOPITie EITHER 24"o/c SWOT PINS � 166 �i c ••'••'°" ��/ � 2 1/Z" • ro PER SIDE-STUD S5MEBLY (2)OF OPEN /2" ANCHOR BOLT AS II II WOOD TI® ROp II 0 ENINCsS GREATER'THAN ORD16d CASE ARDS e lla"o/c,S Q Vo/6 W1 SHOT PINS s� 24"o/c CASE WARP NAILS m IS"o/c• PER TYP.WALL SECTION, 31.5"d . / ////!In " C2"MAX.FROM ,' USE If2"0 OR 3/8'0 T! II ANCHORS AT 4a"O.C.OR II II JACK/STUDS) ALL JACKS 70 BOTTOM 4 I I/2" " - ft?: 5HP4/6/8 PER JACK�� I/4"0 TAI'GONS AT 32" D.C. A r 4- — 4 4" SLAB W/a11x8" THICK- II £ d HF'AHDaa2 NOT RECD GRADE r 1 1 ° 6 x , - µI.4 x µI.4µt19 9 Q PLAN " ENED EDGE W/(I)"4 FINISH o ° e a w THIS LOCATION IF CONT.UNDER DDDR r WALE )LENGTH ? 48' (SEE DETAIL 6/5T2) II FINISH II I A vA nA u II A� YlT1= q OR wISER`1ESH - TRU -T 15/8 FIN -�1 =rrrn F-'_ ° 1=LTr_46r- GRADE - ° WATERPROOF II ALL CONCRETE MINIMUM �'�_�x _ GRADE -1111—III=111emIlf _ _ Il EM=III=1 =111 BARRIER - E.1 - DOTING (SEE II 25m4�F'S1 COMPRESSIVE SNE]= r BUILT-IUP COLUMN --1 1—I I I I -I IEEI II=1I1=1I I-"-")I I TYP FOUNDATION �� 5TRENGTH m 2a DAY5-, `�'�•-- FOOTING TO BEAR ON UNDISTURBED SOIL �2 s _ OR SYF* 2X PLATE NGT5. UP TO le,'-I 1/0" 51'F'2X� 1TI�II(=III- III _ _ _ _ „ ,; _—_=„_— III—III DETAILS MOTE; MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS 111-1 I=1 I(-1 11—I 11- 111--1 1 I- -- --I 1 I- I I I—I IRI 1 I—I 11 -�- BUILT-UP COLUMN BUILT-UP COLUMN 1�II I I I' - I I III-1 i 1 "I I-�-I 11_ �'1 G1 11=T (IF USED)WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING PLATE FIC5T5. u¢' TO 12'-I 1/S" 5111E STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. n fT 11- WALLS. SEE TYPICAL CONCRETE 6ECTION5 FOR REINFORCING AND DIMENSIONING OF FOOTINGS. FASTEN WALL SWEATWING-TO-POST W/MIN Sd's m PLATE PGT'a. UP TO 20'°-� 1 111=1 =TW 12" O/C OR GYPSUM-TO--POST W/MIN 5d'S � 4° c�/G �} � TRADITIONAL METAL GONNtµCTORB 11100D+Tie ANC{•-10�'INC-c MODS E) T 1 TRADITIONAL METAL CONNECTORS WOOD Tle ANCHORING BODS MULTI -5 � •TYPICAL CONNEGTIONS 5'I-UC7 I IULTI -5TORY TYPICAL _WALL SECTION WLLP MULTIPLE PLY P05T CONNECTIONS K-5—TI ' TYPICAL OPENING FRAMIN6 DETAIL � t�.N.�� sTl COLUMNS JACK-TO-KINC7 STUD -�... TYPICAL �,4f�r4�E DOOR CJPE1`rllP�l� C7ET14IL I•-c�" A55EMBl_IE5 GORNR f�057. f TG. bon 1, I1s011 Ball a I'-�11 DF SN�ETS f 4 i O � a TH15 DOCUMENT IS AN INSTRUMENT OF STRUCTURAL GENERAL NOTES ENGINEER'S SERVICE . r FOR OTHERS FOR CON- ' j STOP LATW AND SEE STI FOR VERTICAL WALL, CONNECTION. STRUCTION OF PROJECT CODE STUCCO CORNE AS TITLED BELOW, BEAD I" BELOW 4" CONC SLAM W/ 6XeaXl0/I0 WWF INFORMATION DERIVED STOP LATH AND OVER 6 MIL VAPOR BARRIER OVER 4 CONC SLABS W/ 6X6XI@/I@ WUJF SEE STI FOR VERTICAL WALL. GDNNECT'ION. FINISHED FLOO 2001 FLORIDA BUILDING CODE (FBG) ! SLOPE 3/4" x 12" STUCCO COMER CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT OVER , MIL VAPOR BARRIER OVER AT GARAGE DOOR BEAD I" BELOW ASCE t-98 GLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT 4" CONC $LAB W/ 6X&XI@/I0 UAF MAY BE USED ® � �_.�--.�w.�w�__-_-_ CAN NOT BE USED FOR 195'1 NDS FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG OTHER WORKS UNLESS 1 ------- -- VARIES, -- --- r }== r�____� - -�MCLf~AN, W LL COMPACTED, TREATED FILL SLOPE GRAD AUTHORIZED MY TPE _ 111 (I)•4 REBAR CONT. A HEADER COURSE ENCxINEER WITHOUT a" GONC 51-AB P R BARRIER tL1ttF SLOPE INFRINGEMENT OF LEGAL GEt�E{gAi,� - I I i I--IIII OVER 6 MIL VAPOR BARRIER OVER GRADE DIMENSIONS ARI; _ CLEAN,WELL COMPACTED, TRe TED FILL — MIN, DISTANCES �i i i=T A..Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time, r II�III S" 1111- :� IIII(=IIII _ F 4 1 STORY DIMENSIONS ARE RIGHTS. I _ . �� -,-_c w_-��_� ;_Y� cv - r" III I I CLEAN COMPACTED "'III —I I 6 MIN. DISTANCES ILDo not scale. Use dimensions From the architectural plan, Notiry engineer' immediately tF discrepancies are found between plane. IIII=IIII-IIII( � _ IIII=IIII-IIII ' —_ _ _ c4 t t _IIII -=I Z STORY _ _ _ DESCRIPTION G.All details shall be in accordance with instructions from manufacturer or designer. i — -- i•3::'• ' _ 1 SAND FILL -- i STORYcW1 2 OR LESS COURSES, D_All temporary shoring shall be the reeponsrbillty of the contractbr_ -�=IIII=IIII-=I I ISI I i I= I Z)"4 CONT. - 1-6TORY I—I I I i- I . ' - - IIII-' I I(I I I i I� zz 0 POUR STi;MWALL SOLID OR USE 10"40" FTN'G I�IIII=1.111 -IIII„III III IIII—_— • i (2J"✓ OR (3r'4 CONT.- 2-STORY �6 MIL VAPOR BARRIER /O BRICK I (TYP. VERTICAL REINFORCEMENTA •4 DOWELS FQt,INDATIon� ISI I I I 16 III=1111-- I I I IIII II IIII- I=II IISI I IISI I I I- iv CORNERS 4 4S"o/c THEREAFTER - BEND 2 - 1 I STORY - — W/ BRICK I ALL DOWELS + TOP 4 BOTTOM, MMMED A.This desi n has been com leted in accordance with ertfnertt stdndards, recommende3d dorsi n soil aramesters, and ace -I I i -i I I I==I I �I i i I� " — -�i>"4 CONT• TI I I i I I ISI I M►NIMUr1 �” INTO FOOTING /I2" INTO SLAB 3 " g p p g p espted 20 1z (GROUT ALL CELLS W/REINFORCEMENT) engineering design procedures, and is based on the best Informdtlon available at the time or completion, The design is intended 2 S�� TO I—III Ill—Ill I I I� Lsrcr�Y r rte stzn MAX.■ STEMWALL WEIGHT: CSJ 4• to minimize differential movement resulttn From the heaving of expansive soil or settle of subsurface soils, It must be Ireco nixed w/o BRlctt I2"wIAE w/(2,4 coNT, 8" COURSES WALLS ] (5) 8" !gj9m �ooTu stz� g g I W/CRICK 2m"WIDE(INCLUDING LEDGE)w/(3704 COURSES HIGH REQUIRE W/O BRICK I6"x8"W/("4 CONT. that Foundation components will undergo movement. Any subsequ t owners shall be appraised Of the soft condi4lon and adVlBed to W/BRICK 20"x8"W/(3,4 OR 12,5 CONT. TUfzNED DOWN EDGE ��� ADDITIONAL ANALYSIS 4 maintain good practices in the future with regard to surface and Isubsurracea drainage, Framing or partitions above Floor slabs, end �+ -�^� W/o BRICK ib"WISE W/(3,4 OR(2)5 caNT. REINFORCEMENT. 1 S[/ I NCS I G I DOWN W/BRICK 24"WIDE(INCLUDIW2 LEDGE)w/14,4 OR 13,5 WW/2 p CK L 20"xlm"w/(3,4 OR 12,5 CONT. Finish Work above the floor slabs, etc, f FOUNDATION - 1 ' •�- W/SRICK 24"xlD"w/14,4 OR(3)15 CONT. d.Design has been based on anon-expansive soil with an allawab Ia soil bewaring capacity of 2aDO Psi. Active 1?FP= 30 Ipcf (level backalope). 1 TYPICAL I-'oUND� I i oN D��,�I I� 1 �,�P I C�L FOUNDATION D�T�I C:.eackrill adjacent to foundation walls shall not be placed until tl'I,e walls 1have sufficient strength and have been anchored to thle Floor system above or adequately braced to prevent damage to the Mall. f? D.Refer to the Geotechnical Engineer's report For all soil requirements for this site, L All foundation pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall.. SEE 5T1 FOR VE?RTfCAL WALL CONNECTIOIN !_The location of Foundation Jogs, steps and top of wall elevatlor S and connections are crltrcal to Foundation performance. These items 4" CONC SLAB W/ 6X6xlollo ll1UJF are shown on then plans but may change during the actual construction. As a result, this design can not address proper feoundation OVER 6 MIL VAPOR BARRIER OVER 5 l/Z � MAX, 2 GOUR5E5 configuration unless stated specifically on the drawings. ;, CLEAN, WELL COMPACTED, TERMITE 4" GONG SLAB W/ 6x6X10/10 01F - 5 1/1" WIDE LONG. SILL TOP AT MAIN ABOVE SLAB LEVEL, SEE STl FOR VERTICAL TREATED FILL _ OVER , MIL VAPOR BARRIER ATET WALL CONNECTION. i` GLEAN,WELL COMPACTED, 7REATE FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGi FLOOR. STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS EXCEEDING (U"4 CONT. IN SOLID GROUTED Builders EJ ;-- - ,---��_ ..��wM� BEAD i" BELOW WIDTH REQ ADDfTiONAL ANALYSIS) U-BLOCK COURSE ���` � + ��� VARIES ' •; -�w�• '� -_ :• - _ _ FINISHED FLOO S yn+ A.Detail reinforcement 1n accordance with AGI 315-80 (Revised 1988), Detailing Manual. Minimum concretes cover for reinfoircement'+ .. — _ _ 4" CONC 5LAB W/ 6x6xIV/IPS WU.F TYPICAL SLAB =I I I • ` ' I- IIII- IIII= III- OVER 6 MIL VAPOR BARRIER OVER TYP. VERT, OfJacksonville --I I I —IIII CLEAN, LL COMPACTED, TREATED (FILL Shall be as Follows: I _ _ _ _ IIII=_ — I=I =6 MIL VAPOR BARRIER REWINF, _ _ DesignCenter,Inc. Concrete cast against earth 3" I �i I I1—IIII— I II Iii II I=i II I� sLOF'E _ I I I ISI I I I IIII hI I I—I(I I�I I I I= GRAD -�rrr>=�1� i= I I —I I I L—III 2)Farmed concrete exposed to earth or weather I-I/2" I ................. 3) Interior slabs, walls 3/4" =IIII—IIII- IIII—I I I I T- o —III 8" —_ -(I)"4 CONT_ =I CLEAN COMPACTED III I I I I�I I I I I I TYPICAL. FOOTING - SEE I/ST2 FOR 550 Roosevelt Blvd RL Minimum compressive design strength of concretes used For Founc�attong and slabs shall be pit ie 28 days, I Ii I I _ I I I II I II I I I --� r SAND FILL )I I I-�=I I= I i I I=I I I ISI I I I SIrE/R1=INFORCEMENT Florida Co.Reinforcing steel shall conform to ASTM A615, grade 40. i _ _ Jacksonville, g g g IIII=IIII=I(I I=IIII=IIID I I ISI I I I=IIII ISI V7 Lan ttudlnat ratnforctn In walls and Footings shall be continuous at corners and intersesctlons, Matching corner berg gl�all be u3ed, _ _ o �• 32'i44 Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". Tel 904,-1�(2-610 L..All concrete operations,,Including but not limited to mix design,mixing, transporting, placing, reinforcing detailing and placing, curing, e TYPICAL FOUNDATION I I�I.I I I _ _ _ 1 I I I� g FAX 9m431,..z$35 and testing shall be done In accordance with the requirements ahof application of AGI 301-04 (85), "5pecfflea tions for -Structural Concrete". STEF DOWN IMENSIONS AR IIII—III IIII=IIII-T I ld�CZ= i1 NON- LOAD SEARING .� TURNED DOWN EDGE IN. DISTANCES �h 1l A Framing lumber ai->�If be as Follows or better: 2 FOUNDATION AT GARAGE 2 FOUNDATION AT C�Af�,4C�E 2 x Rafters/Beams/Joists 02 SYP 113% M.C. m I-Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. ° ; 4" CONC SLAB W/ fnX6Xl0/10 U.UF 'i OVER 6 MIL VAPOR BARRIER OVER Platers "2 SYP 19go M.G. CLEAN, WELL COMPACTED, TERMITE Studs "2 SPF iS% M.C. - Typical - Unless Noted Otherwise TREATED FILL 2" HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR Stud Grade SPF 115% M.C. (2x4 up to 8'-1 I/8", one story rewsrdence only except partially;enclosed structuress) FORMED 4 CAST e 1 1�?" THRESHOLD 15-All nails shall be type "'Cosrrron' unless noted otherwise. Options to using common nail& ares as Follows: ° STEP DOLLN 1-Irl" DEPTH - STUD 4 1 1/4" (FROM II t2d=l0d=0.131"x3" Gun Nails REECESS SLAB 3/4' FOR SGD BLOCK) VARIES Sd=0.099"x2 I/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is redu,,red 6y I/3. I.E.: sd '� 6"/I2"o/c bercames t s OF _ _ 4 CONC SLAB W/ 6X6XI@/10 UJtUF _ .0999"x2 1/4" at 4"/5"o/c.) �r'`-T_y " '��"w — IOVER 6 MIL VAPOR BARRIER OVER C Uhere not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida 15utlding Code, 49CE 7-S6, =1111=1111-- - I=I I I I�I I TYP. SLAB CLEAN, LL COMPACTED, TREATED FILL =IIII=1111= - I—IIII-=I I TYP. SLAB and/err 195"1 NDS i —�� `.• - _i—IIiiiII _4 —IIII�IIII r,�------_- I�IIII=III referenced above. All Shea hin must be nailed or screwed 4 a Ihesive3s SHALL NOT be used in lace of nailin . I - - g p g I I I �= _ I I�I I I I.=I I I I� -III= =I I I IIII=I I I IMill ,I I ISI I I I=I I I I-. I III=I I I ISI 0-Metal connectors to be provided by SIMPSON. Alternate connectors w/ esquivalent or higher allowable loads may be ujseYd in lieu of I YPICAL FOOTINGS GLEAN COMPACTED _ _ pcomponents. I I II I I I I I I—_I I — �2ral corirl- i-srORr —1111 �I�—_� I I=1 =IIII IIII--_I I(— TYPICAL FOOTING ,- SEE I/ST2 FOR R>�INFORCEM specified - SAND FILL _ Ail exterior walls to be Sheathed with min. 'r/I¢i O.S.B. with Sd +r _ _ FO i/9T2 - - " Ox-1. along panel edges, I2" e2 c. in field !8" with partially enclaaed i=1 I I I�I i I I- "i I I I=IIII �I I — (2)"5 OR (3)'4 CONT. FOR =i l I i_ I- I I—I I IIII FaR glzE/ EN I(i p p I I I I ISI I I ISI = 1b° I l—IIII 2-STORY IIII„III I I hI I I IW �INFORcM�NT I I hI I I b' < Structure's), except as noted an Structural Ian. _ t~Englneered compgne3ta (trusses° !-Jotat, este) shall be installed per manufacturers spec(flcattons 4 dtrecttos. �- - i STORY I IIII= TYPICAL FOUNDATION i . . ;•; C-All permanent bracing of trusses with continuous' lateral braces shall be diagonally braced per i-►IB-91 spaced not more than )&'Feet o.c. and 2m” not more than 4' From end of continuous lateral brace- STOR)IIIII� _IIII IIII —IIIIIIII—IIII�II ° ° IIIlo-=IIII _ IIID IIII=IIII—IIII- �L ► ,f 12 INTEf�IOfz E3EARINC� . A.Detail, fabricate, and erect steel according to AISc g STEI�IUJALL STEf� C.>OI.UN e 3 FOUND. AT S.0 •D, 3 FOUND. AT ,C .D, "Specification for the Design, Fabrication, and Erection of Struc'ural Steel Buildings", 5th edition. IL Structural steel shall be; Except as bellow 45TM A36 A z LL Pipe ASTM A53, Type E or 5,Gr. B 4" CONC SLAB W/ 6X&XIO/10 WWF HOLD HDR BLl[ OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE Tube ASTM A50(d " MARBLE SILL CLEAN, WELL COMPACTED, TERMITE I I/2 C,All bolts shall be A301 unless noted otherwise. TREATED FILL I' ++ D.All welding shall be by a Gertirfed welder, JG-JI- 1-1/2" TYP, SLAB 5" MAY VARY TILE WAND TOOL ALL CONTROL JOiNT MA;QNRY: I (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE CONC SLAB W/ 6X6XIO/10 IL11UFPLAN) 13 WORKABLE 14" OVER 6 MIL VAPOR BARRIER OVER A,Concrete block shall have a minimum compressive strength, F'm o, 16M� Masonry shall be laid up using types 5 mortar only, ii CLEAN, LL COMPACTED, TREATED FILL _ Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of JOrpo PS - Mw-__ III ISI II I= ISI II I=III I ILS.All concrete masonry operations, shall be done 1n accordance w�th tits provisions of the latest applicable raceammewndaettone of the a �- _ � •' I—IIII=III —Y• —IIII=IIII= ACI Manual or Standard Practice, loll -iiIIiIi1=IIII= IIII=IIII-IIII _ G_Lap all vertical reinforcing a minimum of 20". —IIII�II II=_II II � U Provide horizontal Joint reinforcing at 16" o.c. VeertIca Ily. Ralnfbrcing wire shall conform to ASTM A82 and ASTM A16"1 TYPE 304. I I I I� I I I�I I • • TYPICAALRFOOTtWa - SEE 1/ST2 i I - =I i I-=I I I I III =III I= III 51zE/I�INFORGEME 6 I IIII IIII- TYPICAL FOUNDATION III„l l lI I I I-1111 MIN. SUNKEN 51-40 E R DETAIL 13 g CONTfROL JOINT IIII IIII II- II 4 FOUND, AT DOOf� 5ILL FOUND. ,4T t t DRAWN BAM,RW STANDARD FOUNDATION DETAILS cwECKED LAP SCALE NOTED n 4 DATE 1/11/02 0 1” AIRSPACE JOB NO. STANDARD �r-LA5WING MUST PASS THROUGH (U"4 ' HAS OVER TRUSS DETAILS BRICK VENEER A A LEVEL BELOW Fl. T Y`�� y 8x8 CHASE IN EXTEND FLASHING BELOW SHOE PLATE CONC_ HLOCK45TEM SLOPE ---------- �_� _ WALL- n a '^y� Note;: EXTERIOR WALL5 WAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE= I �I I I—) I — - ��a�uIII'Iirrririi F o un Gam! t l a 1 Note; � SHEATHING FLUSW WITH TWE FOUNDATION. m IPOLYJ FLASHING AROUND PIPE — —�- a. ����� GE A• PULL ALL INTERIOR WALL DIMENSIONS III ,��y� FROM OUTER EDGE SLAB. WEEP HOLES A 48" O/C - GROUT SOLID �.� � 4 Wood vertical C o l 1 5 t r U c t I o I� � • . CLEAN COMPACTEG7 _ AROUND PIPE � ;a 3/d° (NOM.) STUCCO OVER LATH 4 PAPER SAND FILL _ - rfi'• 8" MIN. DEEPE=N Shown a t o fie lin c�a t i'o n 1/4" GAP BETWEEN SHEATHING 4 CONCRETE FOOTING 0 CHASE TYPICAL FOOTING - SEE 1/ST2 - LOCATION AS REQ'D TO 71 PICAL FOUNDATION I—I ;. ,., :�;.` _ FOR $IZE/REiNPORCEME z I` PROVIDE PROPER "III= I= - cleta i I5 for Clarit. - Wood � �= / GRADE FOOTING DEPTH. 6TUCCO STOP Cm u ICF or other 5 t r Lei C t U r a I r H � LIGWT COAT MASONRY DRESSING TO FILL FILL VOID BETWEEN BRIO /ip OVAL V � "PRESSING" UTILITY CHASE UTILITY CHASE ° �s; �� BLOCK VOIDS AND/OR WONEYCOMBS vENEER 4 FOUNDATIONCJ- v r t I C a l Con 5 t r U C t I o�1 WALL W/MORTAR OR GROUT,FiLL SOLID FROM FOOTING TO UNDERSIDE OF 5T 1 I o r FLASWING Q Q PLAN FOUND OUND 5 ecl f ICS, 15 STUCCO DETAIL 14 "f3fzICIC DETAIL i'"'1ONOLITHIC FOUNDATION DETAILS STEM FALL FOUNDATION DETAILS SWEET I 1 • E) ,T p ` THESE DETAILS ARE INTERCHANGEABLE WITH THEE THERE DETAILS ,4Rc INTERCHANGEABLE WITH THE STUCCO ADDENDUM 1 BRiC{C ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS • 1~ - SH T5 I C'a p� � O co a C � �. v eripHl>lo Q 85 E � L Go q rata ' o� L ;' �N cogas CL � 4 58 N rr �. -f C c O 0 �•N a N C u. 7. 1~ C iy U� a Z v*;;o g ti F p�..; a wSTIV i .G I,C CL 7 c;CIL>0 (0,40) m i U q r- 0 co T Lir.. 9.; Co:� LQ],. u ¢ M1 y- W•0 td p E m to �Z a �• —A t p : re •� 80 . 00 ' ( PLAT ) 79 . 96 ' ( MEASURED ) c c I 4 L.1 FF7 1 •I R' i+ fP. 111 Q � w L I Y-T^•• y V Z U LLJ Q L,' F� (� W � r(J r ) �•` < "" LJ T. Q laJ ON F N 10. 50 C\� 16 . 75 � 6 23 - 67 X3 . 0 . Q ,� 5 . 7 F cy co 10. 50 0 CL 0 �-- CARMEL --I C�- --� 59 . 50 x 56 . 00 O. A. `� CD co C�) NCD LO LnL r7 o U Q 1 cn N � C) a b . 5 0 o 10. 00 11 . 33 � 10 . 5 ; '�' i I . 17co O o � a ►� 20. 00 10 . 50 0 r� V o U m CD d Q Cc�J CD `� ~ CLI S Beach d F�tlant ,� City 01 �1 �`�pl�'" ^i rn k ' w , u,i�ln� an �� VK"ECEI "' 80 . 00 ( PLAT ) 80 . 15 ' ( MEASURED ; W 1:1� "ney) s -`� o Ey 1 c>+ .� Q C't.j o1 Atlantic Devc:t w U-, . ?� a 0 n Q cj cnT H STREET 'APPROVr' r ow cti CITY OF MAW 'F•. i � q� � Q o »IUI>,UINq Of7�l` E I O � Q W M ILMI". r ' DRAWN CHECKED L_0 T 1 , S L L V A i A R I N A UNIT N 0 . 1 2 — A ERIC SCALEXX 1•'. _ 10'-0.• (U.N.O.) 0 � DATE: 09/17/01PLAT Bu0r\ 3 `0 PAU1,11- r'V 4 CHANCES M D/Y j REV. DATE xXX P fl REv. DATE 0 � y �-,� L R R E ? xl U !; c EV. DATE a No. XXX • - � A SHEET NUMBER ' R E C D R D S \Y �J �'�\�pg1 T QAC,/ 9 SITE W REV. DATE BY o ZI 59' 6" U.o 10'-8" 8'-5" 19'-8" 1'-0" S) U 0 PROVIDE FOOTER Q o FOR COLUMN CONC. n b o ul E SLAB -- ---------------- -- 8^ THICKENED EDGE I i — _ — — — — — — — I - I __ ____ __ _ __»_»-__.._� W� 1 #5 r------------------------------------------ ----- ----- ------1 C U WT 3'-0" 5'-8,r 1 ro 1 1 1 03 U 1 1 I 1 [ n /•---_ ----------- L&J 1 n0 J Q I �. ; 1 , I O O Lo N 1 1 1 1 1 n 1 1 1p'_5r. 7 UNJ 1 N] 1 1 ------------------------------------- 6'-2' ' 1 1 , 1 1 1 -yI 1 L" Z -....-. J ` - - - -4 - 1 ' u 1 I 1 1 1 1 a -m 1 u- I 1 1 ar 1 1 I MAU , 1 1 cD 1 I 1 1 11r2" ..a 1 Ln n 1 RECESS _. _i_ 0 SHOWER Big 4" CONCRETE SLAB ON I HVAC i WH r 1 CLEAN C OMPAC-rED TERMITE i TREATED FILL (TYPICAL ' n I 1 1 5. 8.. 5._lr. I 1 ' � I v CCINCRETE CURB w/ , -1J THICKEN EDGE ' 1 1 1 � 4" DN i ' L 1 to 1 I I , 1 11'"' PORTANT, � 14'-1" 3' 4" z'-1o" Lu VERIFY ALL B EARING(S) WITH lU 1 ' TRUSS MANUFACTURER M1'F.•' ;-------------------------; J J ; O W � ,1 n REFER TO FLOOR PLAN (A-2) w m I I I 1 n 4" DN ; i�l N , n 1 - � 1 FOR PLUMBING LOCATIONS O f--- ------------------ I CD I Q I I c, FOOTERS ' 4-------------------------- 1 FORcv _ = I 1 1 cD-' r 01 Li Mus ; in m 1 c 1 1D 2r-4r. 1'-8" 3'-err 1r f5rr 1'-err io ... _ _ — — — — — a `n i i a I 1 I � �„ CUNCRE TE SLAB I FOUNDATION FLAN o OPI CLEAN FILL in cj) CAE 1 0 1------- - x 1 11 , 11 ---- ----------------------------� _. c -6 DEEPEN & ''15FALL 1 #5 REBA1R CON'.1 S I` 1 F--+ c o C) ( � 0 se.. l 0'-0" 10 -0" (Z 17 O ? ¢ 11'-2" 6'-6" 1o'-6" ]' = c� Y � Q J r7 O a . a� �\ O O DA IL: )//26/01 SC ALE. 1/4"_+' NAWN 3`': CEG ._. SHEE f w 1 _,. REV. DA rE BY � to ro - u r.., d . a . LL_ t Li i O O a v 0 1n '0 ]Lj ] C-) T p v 16'-9" 10'-5" 19'-1" 8'-8" 6'-2" e 23'--8" 15'-8" -10" z c 0 07 Q QJ 8'-41/2" 8'—4 1/2" N a d U 0 111 m 3' X 4'W. 6"x6" P.I. - CONC. HB POS r (WRAP 5 TOOP 1�, -9" Q OUT TO 8"x8") (3) 3070 SH (3) 3 70 SH 5'-:1' 9' 0' 0 m LO - I V21 4' 5 .t/8" / 11) 1/F' �2) I v � 0 Q) \ W -- r F I 0 -I U - `�S: RADII; ZAvli.S 9 0 m 9 1 I o N 10._5„ 3'-0" 1'-8" 3'-0" 17'-6" ( I �= c p U10 co 1 I nnrERED FAMILY ROOM m I ir] GLASS MASTER BEDROOM 1 VERED PORCI-I TO HIGH CLAS' 1()' cLcs nLE / 6'-2" `� G TOP C� 84" A.F. ~`� _ cl- BONUS ROOM I I �:, / B TN CARPET a, 10' CLGS SLOPE cV 9'-0" CLGS I SLOPE NOOK I n`z' _ TILE . Af�l'�I t• 3' 2s/�" `y 10' CLOS q L �n ME _ NS w cn nI L S 01`'L ARGP (A) ARCH (B) n lX) Y ( U O'+ Y 72"X18° TRA�VSOFA 2 AI FOYER/LVING AI FOYER/DINING o I I V!/ 6" SPACE_ OVER r0 I AL OF 1 - I l� 1 - (2) 3068 FRENCH DRS' r ( ) ( 0 I AL OF 1) 0 1 1 is i� is i 5'-2" 3'-6" 5'-0" 0" o _ 1 r ,. 10' CLGS r 1 I t ,v TILE wo l I F r (ILE < / Z r� r la- r� r a Nk4VEL - - { 3'-6'. 01 _ O . 7'-8 3 -�„ -7' 2 - • , , 1n g' 1' r r a 4'-2" 8'-6' POSI a N i i i i �z I �' 7 .S/4" — 2'. n„ cn � � o0 1 I _ m 42" 8AR a a� I tAb1US -- - - --8, `!TALL ----- � ---- ------------ --- - I \ y N % 1C 3'-a„-' SHELF & ROD - ARCH (C�_____ ��� --- - 1 15,-9” 10 c LG T I '-1 I z I I %��� ��� LJL-JO O --p! _., I cx7 J,71 -f.° .�' 6" 6 -9 -- Q z I SLOPE 1 1 a I I 10'-5 q) \ 11 -0'. I Lo v °j) w io �I - � I I (1I) 22%12'11 1 " B DROOM '04 1 ao AFRC H (H) a BATH jI � I TILE . • / I CARPET i� =�. � r r 1 10' CLGS ^ ( ap I 2 -D" wit cLoS I I K.ITGNEN ;, I TILE Iu REF. I SLOPE — C) 0 2'-4" I w FILE 2'-0' 2'T4" I .= 0 , 3' I L 12,-6„ a 11'-1" 9' CLGS I r�i_.... i F `' «a z _ 0 I� l 1 CARPEI I 6'-5' o I LIVING ROOM Z 1 I - _._.. (2) 22"x12" 0 `o �, o I I Ln C3 J� Lf w/1 CLOS � 5' OVA 8 HIGH 1 l` 11' CLOS I ARCH (H) �y rL x I I ARCH CG) n �UB T l l ' r ( ) ARP-_I v; CARPET o I r a ARCH `DJ GLASS _ -I If �n I I IM CD AI GALLERY/LI'/INC AT GALLERY l C) I BLOC (3) 22"xt2" , , I PANTRY cn 'OIAL OF 1 rn WALL SHELF' & ROD ARCH (H) r ` _ _ _ `r - n w I I I ( ) ('OIAL OF 2) \ I LO — `n SHELF & ROD, q SHOWER N 5" SHLVS :- _ N 5" SHLVS `� r� N LINEN N CARPET1 -1 HVAC t k ALb 2 - 2'�-0" 2'-6" 1'-1D' 0" 10" TI -021. � 8' 8" WASH FILE _ AR H (G o 5'1-6' 5'--6" 7 6" -0" t r r 7 1 11' CLCs N LAUNDRY I 2' b" 2' r 1/a" (',3) F?;E is �s / 1!2" V -1 I FILE FILE 'ILE CO 11'-2" RAD1 .S 2ADII,S 1�,-3, ( ;) 1 EA_ :�D 0' v 1 N 10' CLG. ¢ I I v /- IILE'r - - - - DRY `'° 1 10' C LCS CAR F F l r $" WALL 8" WALL CARIE T CEILING INE BEDROOM *3 CARPEr -6 ------_-- --- / ) BONUS ROOM ' _ - 8" WALL 2' 8" CURB ;D I CARPET - ----------- ---- W --___-- -- ~' I 9' CLGS b )ARCH (A) r r r �--- SLOPE T 1 10'-4.. I PLAT SHF. 2 - 2 6' , l r 0 I Co q AFF FOYER I I ; Arnc AccEss �'-o" �'--a" 3'-0" � 1 10' CCLG5 i : ARCH (B) �- /� II '' /� �] I I / l J� I I / 1 „n 5,- a.. 3'-8" 10'-107"2 FILE o, r l ---- -'�� cv ARG1"{ ,4RG+� 1 �J �'iRGi lJ v/ l r 2' o" PocKET I I DINING ROOM ,---'- ' ' (� !� a, Al B�DRAI 2&.5/HALL AT BE,DRI'A 4 HALL Al �CI'C--�Eri !1 Q � �J ( 101AL OF 1) D ( iCIAL OF 1) ( ICIAL ;)F 1) Ll ` 1U' CLGS 11 ' M c ARPE T 2 CARR GARA E 0 ALtyl o BATH - r l m 1_ I BEDROOM 02 I �� -_ - — --- ._. -- -- e W _ TIL N '' 8'CC LRIS `N C ARPE r �I 22 - ~ 8" `I/ALL 8' CLGS w s' ll c 10' CLq,s , ," AREA TABULATIONS p }— _ :•, TRA_ SOFA ABOVE N I j RADIUS _- — CD I LO (SE' ELLEN'TIONS) o 10'-0., o o O Z HEATED �e COOLED IST FL 2406 SCS F T N Q jI 0 !ENTRY ' '� - A I 1D BOHOM A f uj A.F. HEATED & COOLED 2ND FL 418 SQ �T _ nrn Q o I i 5H 060 a t'-10" _ -- ---- ._ _... C11 m 12 12• � CIRC.E r(P ABo'/E HEATED & COOLED TOTAL. 2824 SQ FT cv LUGS TYP. x 0 I rr (SEE ELE A(IONS) r� SH 060 i i o `� If �� ARG�-4 ( ) GARAGE 454 S0 rT CIRCLE TG ABO,/E N - AT KI ICHEN MALL __. U r, (SEE ELE ATIONS) a. _ _ __ ______ __ _ .• `r `I r 'CIAL OF b) TOTAL ENCLOSED 32%8 SQ) �T - _ V -r- 16 ROUN C LLIAINS � _� _.-_---_- � W/ 24" X 24" BASE °� CD FRONT PORCH 1 SQ FT � C X co r v FIB I REAR PORCH 160 SQ LT o 0) TOTAL COVERED 3509 SQ1 FT E YK 1,_0„ 1.-0.. _ M r. 6,-0,. 5'-7„ 5,-�.. 6'-6" 5'-7" 411 16'-2'/z" 1'-10%" C1 0,`u 11'--4" 11'-2" 6'-6" 10'-6" 20'-0" ,: 59.T6„ U .; m CD CD o-4= V) Qi FLOOR FLAN SCALE: 1/4" W 1 r_o„ fl- a_ DAIS: 1//26!01 ;4 SCALE: /4..-1. DRAV/N Bv: CEG SHELI Tr (+ tJ ry r�•.r. + kREV. DATE BY t o m t rn iz 0- FIBERGLASS SHINGLES � 4 Q) 0 75 STUCCO FIBERGLASS SHINGLES I °ii wa FIBERGLASS SHINGLES v o 0- LLJ ..:N Q) FIXED STUCCO CL ss 0) m C7 tc.) c7 m c 00 STUC C 0 c m o m m � STUC C 0 E ,, m m - FIBERGLASS SHINGLES ro -o m LEFT ELEVo4TION W STUCCO �lRAP STUCCO SCALE: 1/4" = V-0" STUC C FIBERGLASS SHINGLES _ - Ill z Q STUCCO STUCCO o lu 00 STUC C U lu FIBERGLASS SHINGLES STUCCO WRAP RIGHT ELEVATION WRAP STUCC FIBERGLASS SHINGLES SCALE: 1/4" = 1'-0" STUCCO ca _V MITERED GLA S ---� STUC C o STUCCO a STUC C U 12 F-IB F_RGLLu ASS SHINGLES ,�nn (TYP) 7 VJ SIDING SIDING Q Q �- STUC C O tL REAR ELEVATION 0 STUCCO co q SCALE: 1/4" = l'-O" - - . ._ r. N rn STUC C CJ © F� C X U 0 L U STUCCO00 0 IF I IF Ql -0 F 24 W 0N K7 Q p � J - STUCCO o v � O 0) V 16 ' PND CULUMN � o -c r� ct II II DA 1r: X26;1)1 FRONT ELEVATION c wui 50NU6 SC ALS: ,4. . - - - LHAWN 3 : CEO SCALE: 1/4" - 1'---0" SHEE i t. 04 jq+h 7 jAaf $ Y ' ,�Fdkhl y��1TJ •�fir:;' '•; REV. DATE BY � m o m pAoj .� C L] i ` C l -q 0 q9 LIJ 5 AIC '- -_ q Ill U •q � 0 Qd < a► q I I % GOY. FORG"MASTER Q U , 5UITI= I , ' 00M ELECTRICAL LEGEND I , ' Ey 50NU5 , 110V DUPLEX OUTLET00�„I ' NOOK _ 110V DUPLEX OUTI E. T ONE .SIDE SWI FC HED \'x I \ ` I 220V OUTLET /yam I I I \\ { QGFI 110V DUPLEX GROUND FAULT IN-IF RRUP FER I (p 110V WEATHERPROOF OIfI[lE wpI ' --------------- -------- ____ __ ---- - I JUNCTION BOX / I I _ �--•-•�-- -4 . EXHAUST FAN � � _ I n D.IN. CEILING SURFACE MOUNTED LIGH-1 FIX TURF --------- HOOD -- --HOOD RAVGE� REF I 10 WALL MOUNTED LICHT FIX CURE r r - - - - ------- a I --- � � fCITGI��N -- I I t 1 LIVI G ® ® - �O FLUORESCENT LIGHT FIXTURE I _--___- TROO S�CURI FY OUT�ET RECESSED LIGHT FIXTURE I 1 li O , I ---- --- --- -- ' -___ 4 FLOOD LIGHT FIXTURE I 1 J I 1 / opo opo VANI FY BAR LIGHT FIXTURE W AMU 'NH C PULL CHAIN LIGHT FIXTURE D I I v 11 z 2--WAY SWITCH i --------------- / - - - - - - - - / 3 3---WAY SWITCH 1 1 k ! eEDfM 3 j' 4--WAY SWITCH 1 1 I \ I ® TELEPHONE OU TLE F Lu I 1 \ SMOKE DETEC FOR " }-.- DINING � o 1 _ \�] i ROOM 1+ `� ry CABLE TV OU TL E f \ a LLJ DfR 2 'f PRE-WIRE. FOR PADDLE FAN W/ LIGH I = mo (31� GARAGE � co "r 1 hJ CT) "�"'ERY PHONE OUTLETS - 6 N N { rf 7 / ~` � n 0 Q T.V. OUTLETS 6 or-. ` U U CEILING FANS — 7 SMOKE DETECTORS PER CODS � 5 'ftINKLEk ou, El PREWIRE o� :... W U U UJ O S> m a�) Q) L.L.. O rD J u l f f� ac \\ v o 0 r• d DAIS. cl//26/Iit SCAL=: DRAWN BY. CEG sHEEr