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8"x8"x16" NOMINAL BLOCK WITH SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<br />12 PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. ELEV. VARIES 3/8" MORTAR BETWEEN COURSES (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />INSULATION TYP.) 1" x 2" FURRING lx4 P.T. BASE NAILE 2-16d NAILS @) 24" Q.C. FROM TOP PLATE TO
<br />VARIES BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
<br />II n it
<br />BAFFLES x 6" ROUGH SAWN CEDAR
<br />--------- IL-__---- ----
<br />HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT (1) #5 VERT. IN FILL CELLSJi Ir ----------- r----/-FIRST BLOCK TO BE
<br />X4 SPRUCE SUB FASCIA 11 it
<br />SCHED.) W/ METAL PL. UNDER EA. TRUSS 3/4)) BASEBOARD (SEE FDN. PLAN FOR LOCATION) SET IN MORTAR
<br />1/2" HIGH
<br />,r--ROOF COVERING 12" U.N.O. 2" ALUMINUM
<br />----------- JL_ 104-
<br />STRENGTH MIN. 2500 PSI 0 -
<br />CD GYP. 71-19 0�;S.193. MIN. SEE ROOF VEN11LATED SOFFIT _j 4"x4" INSPECTION PORT AT ------ ir ---------- r ----------
<br />- CONC, SLAB ii MORTAR BETWEEN BOARD OR f�_-NN'AILING SCHEDULE ON SHT. SN2 C-4 V)_,,--EACH FILLED CELL TYPICAL 8"x4"xl6" NOMINAL 1 11 3/8 S.P.F. DOUBLE TOP PLATE ""-TRUSS BOTTOM CHORD OR
<br />5/8- WALL ELEV, VARIES 6X6 Wl.4XW1.4 WWF CL BLOCK WITH 3/8" it SLAB & BLOCK
<br />2x4 BLOCKING W/ 2-16d
<br />BOARD W/ OR FIBERMESH, DER BLOCK U.N.O.
<br />ALTERNATE FASCIA _j HEA MORTAR BETWEEN SIMPSON SP2 CONNECTOR--�;' TOE NAILS @ EACH END
<br />DRYWALL SCREWS COURSES
<br />ALUMINUM DRIP EDGE
<br />0 7" O.C. CEILING SCALD: 3/4u=l'-O' ELEV. 0,-0"
<br />'M FASCIA --- �'l ------ ---------- --------- - AL
<br />8" O.C_ WALLS ALUMINUM ---- ----- Ir --------- 7 x S.P.F. (OR EQUAL)
<br />It2' CDX PLYWOOD OR 7/16-
<br />C) �q -0 L A.F.F.A-51/4' ---------TUDS 0 16" O.C. U.N.O.
<br />R30 MIN. BATT OR "-2x4 SUB FASCIA ,I, ELEV. F.' CID
<br />4' O.S.B. SHEATHING REUD. FOR
<br />BLOWN INSULATION GRADE -4
<br />'12" 4 -
<br />4 U. N. 0-11 2" ALUMINUM VENTILATED SOFFIT A.F.F. ELEV. -0'-4 1/4"OL ALL EXTERIOR OR SHEAR WALLS
<br />CD
<br />AS INDICATED ON THE PLAN.
<br />I x2 P.T. HORIZONTAJ_ NAILER (1) ROW 2x BLOCKING 0 MID HGT FOR
<br />8"XS"X16" KNOCK -OUT BLOCK 6 MIL VAPOR BARRIER 2"x6" RIPPED TO ACTUAL 4 1 /4" WI D, LL- WALL HGT. < 8-6'. (2) ROWS 2x BLOCKINO
<br />STD- 90' HOO _:: A.F. F.
<br />ATTACH SHEATHING W1 8d
<br />3rd PTS FOR WALL HGT. >
<br />(SEE DETAIL) W/ 1#5 CONT. FILLED Q -,'OR 2"X4 WITH 3 4" FURRING 0,
<br />--=> . - COMMON NAILS @ 4" O.C. 0 . I . _ , '�A. -4.
<br />SOLID W/GROUT NOTES:
<br />BOUNDARIES, 6" O,C� 0 EDGES,
<br />I= - A I ". - . .
<br />CLEAN POISONED AND COMP, 0 '-GARAGE DEPTH- A
<br />SOIL. (95% MODIFIED PROCTOR FILL ALL CELLS BELOW GRADE WHEN ---- ------- Xz�
<br />VARIES 4
<br />INSULATIC PER ASTM D1557)
<br />AND @ 12" O.C. @ FIELD
<br />19
<br />R4.2 MIN,.—- WHEN STEM WALL IS LESS THAN 40r
<br />Yl
<br />ABOVE GRADE.
<br />ON 'EXT.. BLOCK WALLS 3',MIN- CLR_ STD. 90' HOOK
<br />C.M.U. TYPICAL (2) #5 REBAR CONT. (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN SIMPSON SP1 CONNECTOR
<br />1x2 PT WD FURRING __,------- ON 3'* CHAIR 40" HIGH CONSULT ENGINEER.
<br />@ 24" 0. C. TYPE "S" MORTAR 1/2 ox8" ANCHOR BOLT 0 24" O.C. 2x P.T. BOTTOM PLATE
<br />W1 2"Ox3/16- PLATE WASHER (TYP.) 6X6 W1,4XW1.4 WWF
<br />ARCHITECTURAL ALTERNATE 6TEMWALL FOOTING AA GARAGE 5LA5 AT STEf=' 5 4n MIN. OR FIBERMESH
<br />1/2" GYPSUM --,/,/ ownwousTo FoolER BELow IBO* 1400K DETAIL e7j'_7 3/4'=v_o' 34'=P-o'
<br />FINISH
<br />WALLBOARD U.N.O. <0. 15LOC-K
<br />SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION --- - 7- N_
<br />4" 3 1/2'-4
<br />1/2" MIN. PLYWOOD SHEATHING NAILED 20" MIN. LAP 1 MIN.
<br />(1) #5 VERT. IN FILL CELLS -4
<br />E FOUNDATION PLAN FOR LOCATIONS) x S.P.F. -STUDS @ 16" O.C. W/ 8d COMMON NAILS @ 4- O/C BOUNI MIN.
<br />lx4 P.T. BASE NAILE 2x STUD 6- O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. OR #4 REINFORCING BAR \ �\ '\
<br />4"x4" INSPECTION PORT AT LOAD BEARING OR -------------- 8" C.M.U. (2) #5 CON
<br />EACH FILLED CELL TYPICAL EXTERIOR WALL(2) ROWS OF 2x BLOCKIN 2x STUDS @ 16" O/C *3 4 04 LAP SPLICE 11 Cq,
<br />3 1/4�' BASEBOARD- 0 THIRD POINTS U.N.O. MIN,
<br />1110 1"x P.T. STUD Rl 1 25" MIN. LAP
<br />Ag 1/2'0 x 8" "J" BOLT @ 24:' O/C
<br />6x6 Wl.4xWl.4 - STD. 90' HOOK cl� #5 VERT. IN FILLED CELL W/ 2-OX 311C PLATE WASHER TYPICAL -7/8" STUCCO FINISH PER ASTM C. 926 R)?994� 36'�q� AAA T"rf='ICAL 5EARING WALL f &TEf= c
<br />OR FIBERMESH - 1/2"0 ANCHOR BOLTS 4
<br />(SEE DETAIL) NOTE, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8- #5 REINFORC�IZG'RAR
<br />CONCRETE SLAB WITH BROOM - @ 24" O.C. W1 NUT & WASHER i /Z x 6" "J" BOLT HILTI 1/2"0 KWIK BOLT 11 OVER METAL LATH. FIRST 2 LAYERS 3/8- THICK NOTE: 5CALE: 3/4'= 1'-0' 51
<br />FINISH SEE STRUCTURAL NOTES - MIN. 2500 PSI 0 24" O.C. VERT. W/ 8- MIN. EMBEDMENT MAY EACH. 3RD LAYER 1X THICK. SIMPSON HETA20 @ EACH STUD
<br />- CONC. SLAB S LAP Sf=L[CE
<br />BE USED IN LIEU OF ANCHOR WITH 16-10d X 1-1/2" MAY
<br />BE USED IN LIEU OF ANCHOR NOTE:
<br />BOLTS. SIMPSON SP1 0 EA.'STUD
<br />Cp"z 36" MIN. LAP BOLTS. PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11
<br />(1) SIMPSON SP1 TYP. x x EXTENDS UP STUD. WZ 8- MIN. EMBEDMENT MAY
<br />Cc, �g S:17 2x P.T..E
<br />oc OR FIBERMESH 2X P.T. PLATE BE USED IN LIEU OF ANCHOR
<br />6 MIL VAPOR \--#6 REINFORCING BAR SIMPSON SPVS ARE NOT BOLTS.
<br />R
<br />o BARRIER
<br />f REQUIRED W`1 THIS ALT.
<br />je *ro LAP 5PLICE
<br />C�'
<br />pi
<br />N SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<br />0 9 oD \�/\� / �/ �\FINISH AIDE
<br />WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />F1
<br />00 Z
<br />6 MIL VAPOR BARRIER
<br />(2) #5 REBAR CONT. MIN. CLR. >/N 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
<br />z
<br />\LCLEA'N POISONED AND COMP. x
<br />1> 04
<br />ON 3" CHAIRS TYP. SOIL. (COMPACTED TO 95% MODIFIED #5 REINFORCING BAR
<br />U.N.O. CLEAN POISONED AND COMP
<br />PROCTOR ASTM D1557) R 1 7/8
<br />/���/�j/i�/��/`\/\�jSOIL- (COMPACTED TO 95% MODIRE x
<br />_11 PROCTOR ASTM D1557) x
<br />A
<br />X
<br />45 STD. eO* 4400K
<br />S.P.F. DOUBLE TOP PLAT USS BOTTOM CHORD OR
<br />�4UD COMPLIANT T*i-FICAL WALL SECTION /A FRAME WALL TO C.M.U. WALL CONNECTION/ C) 2x4 BLOCKING W1 2-16d
<br />NOT TO $CALE T-il=ICAL EXTERIOR FRAME WALL FOOTING rE SIMPSON SP2 CONNECTO
<br />6C.4LEt 3/4`=I'-0 SEE A/Sl FOR MORE SLAB INFORMATION SCALE. -34'=P-O' TOE NAILS @ EACH END
<br />DET,4IL5r F_ '� )p x S.P.F. (OR EQUAL)
<br />SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION SCALE-- NT.5. STUDS @ 16" O.C. U.N.O.
<br />(1) ROW 2x BLOCKING 0 MID HGT FOR--Z 19
<br />WALL HGT < 8'-6-4 (2) ROWS 2x BLOCKING
<br />P.T. 2x4 1/2" GYP. BD. @ 3rd PTS FOR WALL HGT. > 8'-6. /2"Ox8" ANCHOR BOLT @ 24" O.C.
<br />SOLE PLATE W1 2"Ox3/16" PLATE WASHER (TYP.)
<br />NOTE HOLD GYP. BID. 2X STUDS @ 24" O.C. U.N.O. SIMPSON SP1 CONNECTOR-\
<br />1/2" FROM SLAB
<br />SEE SECTION C/Sl ROW 2x BLOCKING 0 MID HGT. FOR 2x P.T. BOTTOM PLATE-\ 6X6 Wl.4XW1.4 WWF
<br />FOR ADDITIONAL INFORMATION (1) CONT. BEAD ll/�" GYPSUM WALLBOARD U.N.O. 4' MIN. OR FIBERMESH
<br />WALL HGT. < 8-6". (2) ROWS 2x BLOCKING X SEALANT W1 DRYWALL SCREWS 0 8"O.C.
<br />3rd PTS FOR WALL HOT. > 8'-6". Of op$
<br />-7
<br />BLOCK WALL BEYOND IINI17ERIIOR� GARAGE
<br />4. , :t ?I I I
<br />-4 CONT. BEAD 00 = I �_ D 112--e"
<br />m MIN.
<br />TYPICAL C.M.U. BLOCK WALL EXPANSION JOINT U.N.O. SEALANT
<br />SIMPSON SP1 CONNECTOR 8. 1/2"--4
<br />e-VARIES- MIK
<br />C==== H.D. RECESS HILTI X-CF NAILS 0 12" O.C.
<br />#5 CO'NT.--,� STAGGERED, FROM BOTTOM 6X6 WlAXW1.4 WWF OR FIBERMESH
<br />GALVANIZED METAL STOP SECURED TO WALL 1/2" MIN. PLATE TO CONCRETE OR EQUAL
<br />TO RUN CONTINUOUS AND LEVEL AT A MINIMUM (2) #5 CON T_.
<br />CONCRETE SLAB
<br />/2"Ox8- ANCHOR BOLT @ 24" O.C. X6 WIAXW1.4 WWF` OR FIBERMESH l'-4"
<br />SPACE ANCHOR BOLTS 6" MAX. W/ 2-Ox3/16- PLATE WASHER (TYP.)_ OF 8" ABOVE GRADE. >-""z I
<br />U.N.O. MIN.
<br />FROM END OF 2" x PLATE
<br />EST. GRADE
<br />6X6 WIAXW1.4 WWF C) -f='[C;AL 5EAF�,'ING
<br />v > ALTERNATE T'�
<br />OR FIBERMESH ,kELEVA ON v _u
<br />P OF SLAB < WALL '4 5TEF UJ/O 5HEAR UJ,4-L
<br />NOTE:
<br />SIMPSON HETA20 0 EACH STUD
<br />WITH 16-10d X 1-1/2- MAY
<br />11
<br />MIN. 3" MIN. CLEARANCE 6 MIL BE USED IN LIEU OF ANCHOR
<br />\N'I% BOLTS, PROVIDED HETA20 &CALE., P- 0 5 1
<br />NOTE:
<br />(2) #5 CONT. V 4" VAPOR BARRIER EXTENDS UP STUD. HILTI 1/2"0 KWIK BOLT 11
<br />NOTE: ON 3" CHAIRS (TYP.) W/ 8� MIN. EMBEDMENT MAY
<br />(2) #5 CONT. HILTI 1/2O KWIK BOLT 11 (2) #5 STEEL (CONT..) BE USED IN LIEU OF ANCHOR
<br />W/ 6- EMBEDMENT MAY BE SIMPSON SP1'S ARE NOT BOLTS.
<br />ON CHAIRS REQUIRED L THIS ALT,
<br />USED IN LIEU OF ANCHOR ARAGE DOOR 6L,45 RECE55 BOLTS Gz FIN15H TEXTURE 5fREAK F❑ SAMUEL A C%R.EEN5EFG;, f:r=. #34245
<br />SCALE, N.T.S. SCALE.- N7-5, INTERIOR WALL 5L,45 5TEF NON-5fRG' F] THUY H. PUYNH, Frz, %0122
<br />SEE A/Sl FOR MORE SLAB INFORMATION SCALE: -"�/V= 1 1-0 .
<br />SEE . A/Sl FOR MORE SLAB INFORMATION El IFRWIN J. 5EMSON, FE. 04(3156,
<br />T"rFICAL INTERIOR 5EARINCI: WALL czi
<br />EJALI 455As HAKIM, f:>.E. wo(oia(o
<br />SCALE: '/4'= I' -0
<br />TO THE 5EST OF TWE ENGINEER'S KNaiLEDcar-_ ANo BELIL5, TI-rt
<br />MASONRY WALL AND _J $TfIZICTURAL PLANS AND ISPECIFICATION5 COMPLY WITH THE
<br />EXPANSION JOINT FORMED USING
<br />EXPANSION JOINT MATERIAL PAD FOOTING --------MASONRY WALL AND r-L0?RIDA BUILDINri CODE, SECTION Irooro FOR 12o MP44 3 SECON0,
<br />SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION 1 PAD FOOTING GUST, E>(POSURE '5' WIND ZONE (2001 EDITION).
<br />THICKEN SLAB EDGE BETWEEN 3/4- RECESS FOR S.G.D. 8" MASONRY WALL TWIS DRAWIW-1 AND DESIGN 15 VALID FOR 12 MONTH5 AFTEP, TIJE:
<br />6X6 W1.4XW1.4 WWF OWN 6X6 Wl.4XW1.4 WWF EXTEND FILL CELLS TO FOUNDATION
<br />OR FIBERMESH FINISHED CONCRETE LANIA TO STEEL ACREATED 01-02-02 SfGl�MD AND SrEALED. rOR '44rm STPUCTUP-41- f*OPTION Or- T441_6
<br />RECIEVE BROOM FINISH U.N.Oz-\ 1/2" MIN. DRAWIN65; ONLY
<br />3/4" RECESS FOR S.G.D DOOR FRAMES AS SHOWN DATE IT 16 SIGNIEED AND 5EALE0_
<br />OR FIBERMESH CONT. FOOTING STE PAD MAT REINFORCING.
<br />6X6 W1.4XW1.4 WWF 4 GRADE
<br />6" MIN.
<br />74
<br />OR FIBERMESH C-4
<br />'A
<br />4ANi C-4 A ,4FOOTING BEYOND L.00
<br />A GRADE FOOTING DEPTH \/�\\,�----- g.4 00 4SEE SCH DULEENGINEERING, PA.
<br />3" MIN. CLEARANCE D
<br />6X6 Wl.4XW1. P.O. 50X 3400 APOLLO DEACM - FLORIDA - a3b;12
<br />4 WWF-/
<br />PHONE - (813) 645 0166 PAX - (813) 645 9&W
<br />OR FIBERMESH (2) #5 CONT. ED 4&10 @THESE DRAWINGS MD DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND -Ml
<br />(2) #5 CONT-.--"
<br />PAD REINFORCEMENT 120 MPH
<br />/w\ \�/w WENT ON THIS PROJECT ANY REPRODUCTION OR UNAUT110RIZEDUSE IS PROHIBITED, - 2()03
<br />1'-4 (SEE SCHEDULE) 3 SEC. GUST
<br />(1) #5 CONT. (1) #5 CONT�-X MIN. CLEARANCE
<br />F001ING WIDW
<br />Cf=T I ON 4'1 Cf=T I ON *2
<br />SEE SCHEDULE WAL LENNAR HOMES
<br />MIN.
<br />p
<br />SCALEWTED '4M 5'4,/.
<br />'tAMPA DIVISION 0
<br />5LA5 5TEF 4 REC SEE DETAIL L ON SHEET Sl OATE In/ 02 N:/BLOCKS/STD 20-01
<br />FOR OUTER EDGE OF LANAI PATIO COLUMN FTC. DETAIL N
<br />SCALE, 3/411=11-011
<br />2
<br />vx --R
<br />(WHERE
<br />2 ;16d
<br />BOTTOM
<br />2,
<br />9
<br />5C,4Lr=; 3/4N.T,6. SFECTIONS, DETAILS, NOTES
<br />-T'�-f=IGAL THICKENED 6L,45 FIDee rL"�
<br />5 CA4 IL IE � 3/4 1''- 0 SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION
<br />INFORMATION
<br />�,SEE SEC. A/Sl FOR ADDITIONAL SLAB
<br />
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