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!I I __ IIV r I _ ' ! I' I! 1111�ra'2 1I_11 P11 11 II (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR R OF>PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) FOR UNDERLAYMENT INSULATION BAFFLE SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL Cl) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE ° 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_I = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 A S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-1 Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- [�f BAND JOIST 'USP MP4F @ 24" O.C. w/ 12-8d NAILS 1St FLOOR WALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD 10 TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 d MUNICIPALITY 4"to 6" BELOW GRADE DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d q @ 4" 0/C, 2 ROWS STAGGERED N •' . a q 4 . FINISH GRADE o0 -4 M C0 ,. FLOOR TRUSS SEE FRAMING PLAN _ 6x6 W1.4xW1.4 - — FLOOR TRUSS WWF OR FIBERMESH = I e.. SEE FRAMING WEEP SCREED Ar PLAN INSTALLED PER MANUF. - STD. 90*HOOK 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO W/3"MIN. CLEARANCE END WALL W/ (2)1Odx3" @ EA. BL OCKING TRUSS & MIN. 4 TYP 2-STORY WALL SECTION J END INTO 2"x4" BLOCKING EMBEDMENT IN CONIC. SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON J/ 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED (STALLED PER. MANUF. SP HTA20 @ EA. TRUSS !/ 10 -1 Od x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN 0 BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT EMBEDMENT 24" O.C. W/ FOR WALL HGT. > 8'-6" F111"DIA* 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH L.a T— LJ �- I (3) #5 CONT. ON 3" 8" 1'-8" 8° CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE jo BEYOND -- 15/32'OSB--�--— EXPOSURE 1 I I I I SHEATHING I I II II II u II D II PROVIDE II II BLOCKING AS I II REQUIRED PER SECTION X-X IF II — NOT FULL II HEIGHT SHEETC II II II II II II II II G FLOOR SYST M ---- - - r-n--r--�-- 15/32"OSB II I I II II II I EXPOSURE 1 F 16 SHEATHING w III II II II = III I SOLID 2x o III III C III I I I I I I I III II II II I BLOCKING @ ALL J III III II G II I SHEATHING 0 EDGES (SEE III OPENING III II II I SECTION X-X = _ 7 7III — _ III III II II II ILU III G III II x II it �w - III x E III III III III II II II I II II II 1 w 2x STUDS = TI 7- IIII II II IIII III II II II BEYOND. U) IIII I I I I I p I I II I I SEE PLAN 0 IIII I I II IIII II II II I 0 III i I I II IIII II II II I _WI _Il__1J _Ia L__11__11.__l1 _jW 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM j 4 FT. I ---- ---------------------- --------------------------------- I IF I ; ' 4 FT. I ; 5 FTi----4 FT.------------------0------------------- 5 FT .� 4 FT. O2 O O ------------------------------------FT. --------�. I I I 4 ------ ---------------- O O----------\' --- 4 FT. Q 0 4 FT. ROOF NAILING ZONE DIAGRAM S�cF Npb � 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Old NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 w J a w z z LL M 0� 0 J� J W LL ��00U) Ornm�� Z I- N w00I- v U) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" %2rS__t_ ""S" = NAIL 3/8" PACING 3/4" I S1/2" 1l2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. YF"nfA"nr= S6 & NAILING SCHED. SECTIONXX 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 4 I1IIIIIIIIIIIIII �-- 1.1 III=III-E (3) # 5 REBAR ON 3" CHAIR 4" 1'-81, W/3" MIN. CLEARANCE ALTERNATE FOOTING 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / LM HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) 1 (1) USP LSTA30 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE -1 = 00 — I � o @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 U� z M 0 DID — o z� Q J t1 z Q� v� a) 4-'J W � p •U — W O Lv ~ O c/ i o(10 0 U a) W — C a) Cl) O o0 = a) Now, am) U 15 aa)) Y 05 or - O "t Q a) Q O A' NryC.B D.0 CO N 10 0 1 .. C', —L LL j gW.-axr v o r r a'r E, f W °fs '.aF1 ;.'0 to %�' ° rn � 0 < O F F., ti ,J \ C� To the best of the Engif 4,** I ggq `"ion, and belief, fpd I the structural plans an irtl+ti contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z C-4 1%I Ln M O M a�_0 d N '- Q N LL fl_ -- C(- U 00 Q � E Z W J J OZ W a,O w Z V <�-: Vfn00 wZ= <° <pOl-O>aU U 2: CrQ-wZY g 0 � J C1 O � 0 W O E3 LU " ~0.0z LU C)J ri N N Ln J w O W E— <ZYOC or 0 Q rO�NmZ1-2 ^^ ow W°'o� Z J�q��a8 W a _ a ` W w° u- Z Q as~Q0 1 N �a°Z< OJo!YW <Q� O M v_ W F _ Z g Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. S6 (MONO)