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I 1 _ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE T�T�T�T�- 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEj0- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ERPLAN I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTLIJ STD. 90 HOOK (SEE DETAIL) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE WI 8d @ 4" O.C., 2 ROWS 1x2 NAILER � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. � w 3RD LAYER 1/8"THICK. �w = INSULATION PER CHART ON FLOOR PLAN B R ��S6 ETAL SEAT OR FELT PAPER FOR MOISTURE ° BARRIER 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE i B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2x STUDS @ 1— " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS" ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=l'-O" S6 g (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF w NOT FULL HEIGHT SHEET /C rn z M G FLOOR SYST 15/32" OSB EXPOSURE F F SHEATHING w x SOLID 2xFF m C BLOCKING @ ALL o C SHEATHING O OPENING SECTION X-X d U C x �w x E H 2x STUDS 2 BEYOND. n SEE PLAN o V) �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3181, "S" =NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" ca 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA, END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING yFgTICAI BLnCxIN(; SECTION X-X S�c� 40�p N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". U m ? ® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r ¢ O �n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �rOOrn V O m LL K U) G O (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR @ VERTICAL w O O~ MEMBER IF GABLE END c ti LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY 0 NiFR�oR NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131"X 2 112' DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) 1 (2) (3) (2) LSTA30 FOUNDATION PLAN & NOTES) Cl) PLYWOOD SHEATHING NAILED PER NAILING ILL EACH INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONTAL -SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o: a EACH FILL CELL TYPICAL SECTION C/S3 FOR UU Cn ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE "I 2X STUDS @ 16" 0/C BASEBOARD TO CUT BLOCK OR POUR SECTION J(S6 1/2" GYP. W.B. MIN. @ EXCEEDING 10-0 (R302.11) c� 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE 7!8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ AS O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS .a MUNICIPALITY 4"to 6" BELOW GRADE 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. @ @ TENSION 2600#.) c d ° ... °' SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10)1Od NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv • • d a FINISH GRADE o0 2500 PSI CONCRETE MIN. _ _ _ FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. TYPICAL TENSION 2600#.) A P.T. PLATE _ FLOOR TRUSS @ SLAB W/ 6x6 W1.4xW1.4 _ 00 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. ——_—_11' SEE FRAMING WEEP SCREED c 4 sx6 wl.axwl.a —I I Ii—�T—ITJ�— I n ° : ° °_�T—I I I- - PLAN d • ..\ - -j WWF OR FIBERMESH 11) —�1 I ��I I I00 � T A INSTALLED PER MANUF. • . _A �T • ° ° T ° a N e — — e ° d ° SIMPSON HETA20 w/ (8)10dxl 1/2" d . '" -Cl)• FINISH GRADE III —I I I —I I I = l 2"x4"CROSS BRACE @ 48" — — < . -III—III—III—I I °.. T— _ 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS _ a d t -� I —I II �,I STD. 90'HOOK BLOCKING & MIN. 4"EMBEDMENT *00 •. ' ° — — T _III=I I =I I I I • ♦ a III— �� (3) # 5 REBAR ON 3"CHAIR I -I 11— (SEE DETAIL) END WALL W/ (2)1 Odx3 @ EA. I -- :. d — I I III —I I=III : •..III=III— I o z T W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2 x4 BLOCKING IN KO BLOCK I — -III—I I I I III= I r M r (3) #5 CONT. ON 3" I I=III d •'_ ° r TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR rr� 8— r 8„ CHAIR W/3" MIN. J 8„ I I I _ — MORE INFORMATION CLEARANCE I I I (3) # 5 REBAR ON 3" CHAIR 4 III.18I II „ REV. 03.16.21 SCALE: 3/4 -1 -0 S6 W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTIONrs ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE. 3/4 -1 0 S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE. 3/4 -1-0 S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. 4W2 N O N c tl'* o O �u J . r-4 o lV N 1 — m x c u- O. y CO O a- cn $ CV t N O 3 °.' CU CD a t c m u a - m 3 3 1° io a> d w u a> d c p N Q O c E o fil . �•r119. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q IT ES 0 co b N o� FA a ,p # 0)G N N LL M 5Lo- rqLL wa ' tli Q N�8� �riv w a L a S' J LL t z Q�i r m o O 0 'c6 N m Q 7 C_O J J0Z W z LLa 00 z O N Cl) F o d z ❑❑❑ W Z N M o N Q ti i/i Z a Cz _ w U O0- g wa ul c U W J F-- — EE ml„_. U O y Q - N S� OCID w M —1 w z U_ E E 4 a m V a� <R ❑a H d� �o o <a 0� z ro L w, p wZ W ro C <o �5a o2Z mo p¢ Z�c m v "g ''<w � oa Qo W U:) 3 T wLL aw � m a� 3 � Jw o zIa 3 0 c O >M O V ai m L c0 LO LO Q M r U)0 N m — LO ~ 0 N o C)0) CD LO N Q N ,-- ui M <'�% o m 7 \ rA LO Z Z E T c M d U _j Q 0 JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. S6 (MONO)