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ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION- SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING - r 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ( 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 - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A t- PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL •� NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO W Uj 16" O.C. 2X S.P.F. STUDS 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d j w U_ COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d WWW COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. KA FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT PAPER FOR - MOISTURE BARRIER aa- 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 STD. 901100K (SEE DETAIL) 1/2" GYP WB 8"x8"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 ARCHITECTURAL BAND JOIST TYPICAL FINISH lx WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY :4 0 . q .. da 6x6 W1.4xW1.4 — I� I — I I < a a �. WWF OR FIBERMESH— �I{I�II II II I d - • a. 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)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL - !AND JOIST-- *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)1Od x 1 1/2" TO BAND — JOIST AT 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. SCALE: N.T.S SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER XE WI ' 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co U v 4"x4" INSPECTION PORT AT a a EACH FILL CELL TYPICAL a Cn AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE oo 77 @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH1. I "' 'TI-r \-STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR - (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" FLOOR TRUSS 0° SEE FRAMING WEEP SCREED o cz_ t- PLAN ` , ' INSTALLED PER MANUF. V T G 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x 011-JDS@1""^^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS,1 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON B (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, W/ 8d @ 4" O.C., 2 ROWS STAGGERED BEYOND — ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE — — — �I — I —II— 15/32" OSB ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMYs" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 15/32" OSB F EXPOSURE 1 F EXPOSURE 1 SHEATHING W w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT SHEATHING x II s PENETRATE SURFACE MORE THANY8". I II II II SOLID 2x o x l 111 ill II II II I BLOCKING@ALL z o A NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 2X4 RIBBONS, EACH W/ 4-16d PROVIDE I II II C SHEATHING 0 OPENING EDGES (SEE © NAIL A7 TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL NAILS INTO EA. FLOOR TRUSS BLOCKING AS III SECTION X-X z © NAIL OPENING PERIMETER wl ROWS @ 4" O.C. 8d COMMON NAIL. REQUIRED PER D w = (2) wl w o SECTION X-X IF II II III C III x II II w o QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. WEEP SCREED = � NOT FULL — _ T INSTALLED PER. MANUF. cn - HEIGHT SHEET 1 p II II STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. II II f x NAIL o E o w/8d COMMON SIMPSON HETA20 w/ (8)1 Odx1 1/2" Z II II _ I PLYWOOD1- 0�@ SHEATHING TO ADER RADER - IOWS w > a O rn �=/ 8d COMMON NAILS@E4" O.C. TOP & IIIF11 111 II II 11 EYOND. W w/ (2) OTT.L i.- opr 0 @ NAILS AT EA. TRUSS w/ MIN, 4" �I ( SEE PLAN o h p S j 111 I I I 11 I II I II Il I I S F t w R OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL EMBEDMENT IN KO BLOCK — ? CO W o o I- MEMBER IF GABLE END U(e FLOOR SYST M II I — II I III II CD NOTE: 1�1 W� �11 —II • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A VERTICAL 2x RIBBON OR HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM terA1 r rl r%IA- ^K1 M1AnnAne FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=T-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ,--- B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0° "6') NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE TI �/�� a SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 35004. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH n.•� .— . 4 • Ga. III—�- � I, I T III I I -I I hI 11=� 11=1 I - 1-- (3) #5 CONT. ON 3" 8" 1'-8" 8° II CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION, S6 318" "S" = NAIL 3/8" SPACING 1 C 3/4" S 1/2" Iw� v2" S 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 SECTION X-X 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.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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 o F 0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" 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 `t WWF OR FIBERMESH M 4, : a. • , a - • Q 111-1 I I —I I III,;,III,,,11 (3) # 5 REBAR ON 3" CHAIR —/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 4'-9' (2) (3) (2) (2) (1) LSTA30 97-1— (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ZX 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE a @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. ern e 0 > LU 0 C-) ci n o C3 -�m>< pa X i CD m _ E c •r at �'/r4k�°°' OWN . ' ' `NS E 6 •.•. Q Of( �� W J •' F I- •• I/'W1(111111M%%\\N 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O£O Q U N o v m ti M In N 0 ik vi Qj M � J a =_j w " W LL 'L 2 � q °' ° a O U) O. c' m Z r ) Mz d r ILW ILW ,n N VZ 0 OU U) �� z N (h O z � N z o � M V) z Q) 0+j - LL c13 w U g OLU g fn � � N R5 F- U w w L 8 i < N m o co �W M __j z ¢2 ° s z E Wo o EE U . Z® 0U a W0 K O a�z � O °z o N <� o < w ¢0 n3 C !_ = Y U m� ° 0 Z ' N 3 m W Q W �z g° p �W oCD O zla aF 00 3 c T Gi N .-- c6 r (o �n C O ' Mn O (1)M �- Q m CD 00 CD NN N Lo �_-- ♦�,, C7 Cq cn co Q CV 00 m 00 v M `-0M r = O Z z E O E a.a 0 a o JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. S6 (MONO)