|
I
<br />IST BOOR STR)CIUR4L NOTES
<br />I
<br />— - — - CIRCLED NOTES ARE KEYED TO 01-
<br />--- --- ----- - 0 PROVIDE lU 5 CONT. N FILLED MCAST LINTEL AND lll
<br />5 CCNT. iN FILLED KO. BLOM AWVE.
<br />a' FRECASt LINTEL WR' =CESS FILLED SOILD WV GROUT,
<br />1! -6' I' 6' _ '' m' 3'-m' 6' _ b' 3'-fl' 1!'-6' 3'-0'
<br />-,�-- -- _� -�i�- -- -�- - —��=- � --�- �- �- ---- � AW3 (U 5 CCKT, N FILLED KD, BLOCK ABOVE
<br />ISIM. W/FLOOR - - 3' � ' e' (5!M. W/I/4'x4' TAPCANS (SIM. W414'x4' TAPCONS lS!M. U/1/4'x4` TAPCON5 (SIM. W414'x4' TAPCON5 3' m x3'-m' (5!M. W14-LOOR 3. 8' X 24' COMPOSITE LINTEL FILLED SOLID AQW, (1)
<br />m-o r-m' _ (51M. SEE _ , 151M. SEE ccstc T _ O
<br />TRU55 PARALLEL - -- ----- ®b OG. IN LIEU OF B 16 O.C. IN LIE Cr 6 Ib O.C. IN LIEU OF (SIM. SEE 6 Ib O.C. IN LIEU OF / j � R'USS PARALLEL 5 GW. IN PRECAST LINTEL i (1) 5 CCNT. N KO. BLOCK
<br />r PAD \ D J D D PAD (SIM. SEE (BAB., 1'-4' AFF)
<br />10 WALL) _ yloiM. W/I/4 x4 TAPCON5 (SIM. `-i 53 kXPANSION BOLTS (SIM. SEE STRIJC. N EXPANSION BOLTS s3 53 EXPANSION BOLTS NOTE f _ fSIM. W/I/4 x4 TAPCON51 _ TO WALL) r--I- .
<br />3' 053' 0' 1 , C TE
<br />STRUC. N EXPANSION BOLTS 83 , 1 � Y-0'x3'-0' , -j 4. V X 8' PRECAST LINTEL FILLED SOLID WK�RMT t (U 5
<br />8`•Ox3'-0' PAD Ib OC. iN LIEU CF STRUG. JOT 5TRUC. NOTE "� FOR '3 FCR ss SiRUG. N e Ih O.G. IN LIEU OF; ! CONC. PAD 3
<br />CONC. PAD 1 I r 3 Ss I / ;� s6 LINTEL SITE T
<br />\ / 3 °3 FOR 3 \ '3 FOR ss 3 Si 1 \ i CYO PAD �' CONT. (BAB. • 1'-4' AFF)
<br />s6 (EXPANSION BOLTS '3 FOR ) "3 FOR \ / LSITE) \ I EXPANSION BOLT Ss
<br />4. INTEL SIZE I O (2) 2 x 8 BEAM (TO5 AT lm'-4' AFFJ W1 LISP LSTA18 AT
<br />I S3 LINTEL ITEV r / j LINTEL SIZE) �� y _ LINTEL 511E I 1 -- — 1 --- -- DAN SCO
<br />i 1 EACH END. PROVIDE (3) 2 x 4 COLU'N SPACER AT EACH
<br />S3 i r END OF BEAM W/ LISP HTTIb TO G1U COLUMN BELOW
<br />3 Ok3 0 ■ ■ : ■ ? 10 ■ ■ j ®�) i0 _ ■ 10 \\■ ■ ■�/ 10 ■ 10 \�� ■ I 10 �-' ■ -- ;/_ �O FAD ® W 4GERA ET AT EACH
<br />��ors10dNAILS
<br />A ENGINEERING LLC
<br />■ ■ s ■
<br />C t. PAD - - \ ) - P.O. BOX 3400 ,
<br />6S11
<br />/ 6- !0d NAILS INTO SEAM Apollo Beach, Florida 33572
<br />1. (3) 2 X 4 COLp. 813.645.0166
<br />D N
<br />--- (' 1 1 oI 1 1 ■ fl 1 ■ 1� �! ■ 1 ■ - - / ■ 8. LVL / PRE-R<iNEERED FLOOR GIRDER BY TRW MAKE. f. 813.645.9698
<br />■
<br />■
<br />■ 1
<br />W! MF'W133516 !4W_,ER o MASONRY WALL OR EmAL. www.danscoengineedng.com
<br />-- - ® (2) 2 X b UPSET BEAM (TAB. r W-4' AFF) W/ USP HU52b-2
<br />O OR EGUAL i GIRDER AND (2) 2 x 4 COLUMN SPACER U
<br />- -- \ ■ ■ -_ ■ ■ ■ ■ ■) ■ ■ ■ 1 ■ ■ s ■ ■ - -- ■ ■ ■ ■ ._ ■ ■ ■ ■ ■ -- 1 (2)16d ?OE NAILS AT WALL END
<br />u 5 (2) 2X8 HEADER WI VI' PLYWl70D FLITCH 4 LISP O
<br />� I
<br />6 w ; �\ j / I u 1 L5TA24 0 EACH END, FROVIDE (2) 2X4 CRIPPLE C)
<br />p' f, STUDS 9 EACH END OF HEADER
<br />- \ : \ , , ) \ , , n 16'xlb'x24' ww. ' W
<br />18 xlbk2a' HIGH _ - - _ \ ISIM. W/I/4 x4 TAPCONS / \ (51M. W/I/4 x4 TAPCONS r _ -- r - - - I r. 2 x b P1 LEDGER (BOIL • 8'-m' AFF) IW In' x r UMW \ _
<br />o �� d2J6�RE 0�
<br />COLS tH O ANCHOR (MN SWEAR- 13W) • 24' OL. MAX INTO CM 0
<br />uj/ 12 �ROME 5a9E D (SIM. W/I/4'x4' TAPCON5 I6' OC. IN LIEU OF � 6 16' O.C. IN LIEU OF (SIM. W/1/4'x4' TAPCONS WALL
<br />PILASTER A50vE s3 s s3 ■ EXPANSION BOLTS s3 ■ s3 EXPANSION BOLTS ■ QS3 ■ �13 ■ PILASTER AB04 I � V)
<br />■ xi - ■ 4) 6 ib O.C. IN ' LIEU OF , e 16 O.G. IN LIEU OF ■ (� Pry. ExYsNEEi D FLOOR GITmER 5Y t1�15s MANE. W/ p M
<br />EXPANSION BOLTS (SIb` Of. LIEU OF
<br />(SIM. W6' O.G. INA IPCONS EXPANSION BOLTS -- - - --- - 11 �/ i� H020-1 MASCNRi HAIJGER a WALL END OR EdJAL p m
<br />- ---
<br />•
<br />o O fw — NOTES g EU CF
<br />Ce cMn aOo
<br />■ EXPANSION BOLTS EXPANSION BOLTS �,
<br />I Q J 00
<br />2 c - - _ - slrt w,' � t __� � � O � T
<br />8M. v TRm POLER BOX LINTEL (18 GAUGE) CM( BE USED IN L iEU OF = r''1
<br />St.t BRA. 10' 4' - - ■ ■ e ■ ■ ■ ■ - — 3Ru. a 01-4' \ST.1 ^ I ' I 13to ro �--�
<br />2 i v M. CAST UHI'E..L FOR THE EaIAL DEPTH AND 00
<br />AFF. AF' : j RE"4Oii:EMENT5 AS INDICATED ABOVE (DER TO Z L E
<br />B B �- I '� �I f�U€ BOx1NTEI CATALOG FOR MORE IAfOfd1ATIGN) W W
<br />5 ■ 7 �- - -_ Ss ss , 7 ■-' 5�
<br />r I .�gg, I ALL FILl5 IK ELECTRICAL, A'V MEC44ANICAL Z
<br />ROU'�r1-INS MTw°T BE COMPLETE MSPECU, AND O
<br />■ ■ ■ ■ ■
<br />56 " O
<br />3 G3 S6 ■ ■ G3 -V MrPECT GN ID33)S ING THE FRAh1PYs � �p
<br />6 ss _ = -- - - ---
<br />B B LEGEND!
<br />.� S6
<br />- - - * ■ j ■ S6 ■ ■ ■ S6 ■ -- _� i f
<br />I
<br />SEARING FRAME WUH_L V) �,�
<br />U
<br />21'-10'--
<br />I
<br />I
<br />65-4'
<br />14'-6'
<br />QI--I--I U
<br />FRAMED WOOD WALL � C%i
<br />Ip ■ - - -- ■ - ■ - ■ - --- ■ ■ U
<br />- ! ■ MASONRY SHEAR WALL (BLOCKS
<br />BETUM FILLED CELLS ARE NOT TO
<br />Fa BE FILLED, UNLESS NOTED ON PLAN) C/!
<br />_a F -1 B (SIM, W/FLOOR �z
<br />fSIM. W/FLOOR - 1 TG
<br />7 TRU55 PARALI ELM56 PARALLEL 8 7 7 Gc - -�1 ! s6 5
<br />- - vERi. M FILL DELL
<br />TO WALL) ■ - - ! - ■ ■ ■ ■ ■ , - ■ TO WALL) _
<br />r,
<br />t, -
<br />--
<br />GG el i o © �I GG �I
<br />s3 u, 1 i
<br />s3 ! 5(—'- 1310/1311 - 5T. CROIX O
<br />i
<br />v
<br />CL
<br />r - - S3 S3 G GG
<br />G�,GG)
<br />S3
<br />-- - - 5= 1530 - 51E5TA KEY '
<br />a3
<br />0
<br />_ ■ ■ _ ■ 1-O` TO SIDE i ■ � � -®' ?O �iDC ■ � i ■ � I U �
<br />OF GOLU"N Ln
<br />3_10' 3' 10'- OF COLUMN I - Z
<br />— -� 7) ! M= 1531 - MARTINIQUE ci
<br />— -
<br />w r I I 1
<br />E- -1 H
<br />EGG GG I GG GG a�i j - TO THE BEST OF THE ENGINEER'S
<br />S3 i S3-�� S3 �� �� G,�! = 1� T KNOWLEDGE AND BELIEF THE STRUCTURAL
<br />v JOHN PLANS AND SPECIFICATIONS COMPLY WITH
<br />� ?' 2007 FLORIDA RESIDENTIAL BUILDING CODE,
<br />ILJI _ `S6 0 ■ I ■ ■ \ S6 ■ �O -_ _ ,- (INCLUDING 2009 SUPPLEMENT) SECTION
<br />■ ( \ -�I R301 FOR 120 MPH, 3 SEC GUST, EXPOSURE
<br />% / f 7)
<br />o
<br />- ? COEFFCOENED (INTERNAL±018) WINDZONE E
<br />i 2 i v I I � _ _ I SIM W/ TRJ'a5 ' -�-� �I' I I THIS DPawiNc AND DESIGN is VALID FOR 12 nnoNrHc
<br />C �i711'1. VTRIM Q� / (; —_ I -I AFTER THE DATE 7 IS SIGNED AND SEALED.
<br />T a 4
<br />91.1 B6 0 ' IA\A 2 10 4' 1 SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />AFF. ■ ■ - ■ ■ ■ ■ ■ AFF ���� cdRtl - OF THIS DRA WING ONLY.- ---- -
<br />_ r
<br />• • - - %- - BOB, BOB. • G iS CONSENT
<br />- A NOT Be
<br />O — — 2 CORP: THIS P
<br />RE" RODUCFD IN ANY MANNER WITHOUT WRITTEN
<br />_ NSENT FRO y+ � NNA... CORPORATION.
<br />( ` ■ - _ AFF. AFF. ■ 1 `i ( , �, PROPERTY
<br />DRAWINGS AND DlRING ARE THE JOINT
<br />THE
<br />p 12 2 �?I L- 66'z�,'x2+ ivt'i++' R ENGINEERING
<br />I FRO RTY OF DANSCO EN NE RIN = J THE
<br />18'x185Q4' HKH V
<br />E G E _ LLC AND .
<br />L� I I A. e 8 I BAB. a � I \,� BAB. � B. • 8 -0' `-' I t: r, F. I F
<br />s •.�I. IMii.x UGAU HCPIZED USE IS PROHIBITED.
<br />BASE
<br />tsB % i CLIENT .0 IZED USE IS PT. ANY REPRODUCTION OR
<br />G LLL AFF. ■ ■ AFF. 1 ` I -
<br />uu p' ROUND - - _ I I * AFF. � � 1 11 e'-m° - 1 ■ 1 8'-c' I 1 ■ 1 � AFF. ® c , ; I i �'� � � � Nv ' - - -- --- -
<br />PILASTER ABOVE p ■ ■ _ ■
<br />B - B ■ ■■ ■>I j REVISION:
<br />■ S1.1 B ■ i ■ S1B1 ■ SB.1 ■ ■ ■ B 1 ■ -- -- --
<br />I ! P'�
<br />- U I
<br />6 O ■ ■ m ■ r- I I
<br />Stt I bt1 1 DATE DESCRIPTION
<br />2 L -- --- 1 11 S3 1 ■ 1 �I 'ss 11 -- ■ - --! 2� 1 11 ■ _� ; =! ! _- - - -
<br />l
<br />- (D- ■ 11) ( 1 / --- ■ �- --- -- p 3 2.00 ADDED UNIT
<br />�./ 09-29-09 1.00 2007FBC UPDTATES
<br />1.529 ST. JOHN_
<br />n -- - - - -- -- - - - -
<br />CONCl0114C FAD
<br />C PAD ■ g _ _ S3 ■ a 6, - ■ S3 vIN
<br />a �3 3
<br />C1 - - . - - - - --
<br />r - -- 2 - •.• 2 2 2 - - -- -- -i - - -
<br />■ ■
<br />- -- ---
<br />10,
<br />IL
<br />- _
<br />■ ■ -- - --- ■ ■ ■ ■ * _ 4 1 1 l � ,� -- --
<br />�� 4 1 1 4 4 �J �J 4- ■ ■ ■ ■ ■ - - - }
<br />(51M. WIFLOOR ) 8'-2_ 8' 18' 8 r e' 8' a' 8' j �_6
<br />ISIM. W/FLOOR -- _- - --
<br />I� L 1 ss� 1�^ G
<br />TTRUSSPARALL`L - 6-Im1 - 5'-8' U-_5'-8' - _ 8'-Im'-- 8'-Im' - 1 - 5-a, 5'-8' 8'-Im' - 8'-im' �L 5'-8' 1 5-B' ��_ 8'-10, 5 PARALLEL VERSION NO. 2.00 / 3.
<br />II -� TO WALL) j CA 25948
<br />4' 6' - ---- - --- - - --- - - ---- ----- -- ----- -
<br />21'•Im' !4'-b' 1.
<br />14'-b' 14'-Im'
<br />�- � SAMUEL A. GREENBERG,
<br />�y �y P.E. #34245
<br />65'4 - -- - - - - - - 65'-4' - ----------------- - - -- -- --- -k THUY H. HUYNH,
<br />1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 -ST. CROIX P.E. #60122
<br />1371 -ST. CROIX
<br />WOOD BEAM SEE PLAN FOR
<br />CONN. TO COLUMN
<br />TO.C. s 10'-4'
<br />AFF. (i�
<br />COLUMN SPACER
<br />HURRICANE STRAP
<br />PER PLAN
<br />�O
<br />O
<br />TALL a
<br />8'4 AFF.
<br />O
<br />CMU COLUMN FILLED W/
<br />GROUT. SEE PLAN"51ZE
<br />4 SPEC. (SQUARE COLUMN
<br />15 SHOWN)
<br />TOBEAM
<br />).E�TR�,�OLUMN
<br />E
<br />MASONRY WALL
<br />�t FLOOR STRUCTURAL PLAN
<br />I
<br />\\�J SCALE -. 3/I6' = 1'-0"
<br />i' X PT, BASE
<br />�1/16' G.SB FIRERATED OR REG. PER ROOF PLAN 5EE
<br />ROOF NAILING SCUED. ON SHEET SN!
<br />PRE-ENGINEERED ROOF TRU55ES e 24' O/C MAX.
<br />• I U5P PTA20 OR EQUAL
<br />SYSTEM 4
<br />FLOOR R-30 1N5ULATI
<br />TRUSSES
<br />P.C. LINTEL PER PLAN J (3) 8d TOE NAILS -
<br />I=
<br />2X4 P.T. LEDGER W/I/4' DIAL J
<br />X 2 3/4' TAPCON5 is 8' O/C. I -
<br />MASONRY WALL
<br />WALL SECTION
<br />i B SCALE : N.T,S.
<br />VAPOR BARRIER BEHIND
<br />GIRDER TRUSS
<br />PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/
<br />Y' x 2%' TAPCONS 0 8' O.C. INTO CMU
<br />U5P MP34 e EA. TRJ55
<br />PRE -ENGINEERING TRJ55
<br />W/34' CANTIVELER MAX.
<br />/t-(2) Ibd TOE NAIL
<br />INTO GIRDER
<br />77 is EA. TRJ55
<br />146, 0.55, W/ 8d a 8' O/C 4
<br />CEILING DRYWALL ON TOP W/ 1-3/5'
<br />DRYWALL NAILS OR DRYWALL BEAM PER PLAN .4
<br />5C'Rm e 1' 0/C. ENTRY ONLY.
<br />PRE-ENGINEERED GIRDER TRI55
<br />y BOTTOM CHORD W/y4' x 2y4'
<br />TAPCON5 a 8' D.C. INTO Ot
<br />DIM `/ARIES
<br />SHED ROOF @ S.G.D./ENTRY DETAIL
<br />SCALE : N.T.S.
<br />1371 - ST. CROIX D IRWIN J. BENSON,
<br />1-3/4, OR 2-':/1'
<br />PLYWOOD OR O5B
<br />FILLED CELL I' J/
<br />(109, VERT.
<br />MASONRY (WALL
<br />; (2) 2' x h' BEAM W! (6)10d COMMON P.E. #49758
<br />NAILS s EACH END
<br />i
<br />/ I �rATTACH 2' x b' J0!5T TO BEAM Wl (b)-
<br />1.0d TOE NAILS e EACH END ITYPJ 140 46k AL:
<br />�2' x 6' JOIST 1@ 24' D.G. MAX. ��'•• �\ SF •' Ct
<br />,•'
<br />I I
<br />1`
<br />1
<br />•
<br />III •
<br />6 �2
<br />,
<br />kk �-
<br />ET TITLE: 1
<br />1 t FLOOR I'
<br />1
<br />2' x b' S."P. " 2 W/ ((oJ 10d COMMON
<br />s
<br />STR U CTU R A L
<br />NAILS 6 EACH END
<br />f
<br />SHEET INFORMATION:
<br />'
<br />4 a 4' P05 r / '' DID A�iCHOR E1✓LT5
<br />41 Of. A,TrT riLL*D -.:._L '4/ (1) T
<br />JOB NO.:
<br />310189
<br />I
<br />Y RT.
<br />DATE ISSUED:
<br />03.04.I I
<br />DRAWN BY:
<br />DZ/LV
<br />-�
<br />REVIEWED BY:
<br />TH
<br />ALT �,1 C PLATFORM DETAIL
<br />,
<br />7-
<br />C 1
<br />lD
<br />Sc.:,LE
<br />�
<br />I
<br />1
<br />�--
<br />J I
<br />•
<br />S
<br />H
<br />40
<br />In
<br />ON
<br />V)
<br />
|