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�5 M ED C"I E 9 2 E 12 -2 0 -9 5 C.) 2- CL CL LZ 0 0- r') Uj ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z�7 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WIB 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/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALLo-1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQ I U11Ir I AREAS. i-FLOORSYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WIB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FIX WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY 42 A' k C14 —E — 6x6 W1.4xW1.. WWF OR FIBE 'T Al ..A 4 FOR UNDERLAYMENT 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 - [RSH1 - 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 W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER _j PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD L LAYER 1/8" THICK. UJ U_ = vj INSULATION PER CHART ON FLOOR PLAN B R S6�,kS6,) ETAL SEAT EAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co (n W 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL UJ 0) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE `—STD. 90*H OOK (3) # 5 REBAR ON 3"CHAIR 5 � M14 _91 I (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV. 03.16,21 SCALE: 3/4"=1'-0" SJ6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (112) 8d A 1/2" NAILS @ 24" O.C. L 1 st FLOOR WAL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 FEND SHEATHING TO )F BEAM OR GIRDER �TE 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. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 ,�- 2ND FLOOR FRAMING - SEE DECKING SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 4" O/C, 2 ROWS STAGGERED 00 FLOOR T FLOOR TRUSS SEE FRAMING PLAN 00 RUSS ---WEEP SCREED SEE FRAMING PLAN INSTALLED PER MANUF. S kC 4811 IMPSON HETA20 wl (8) 1 0dx1 1/2" 2"x4" CROSS BRACE @ -7 r , '�" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKIN G & MIN. 4" EMBEDMENT END WALL W/ (2)1 Odx3" @ EA. 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"=l'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUS": FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 WEEPSCREED u 3 INSTALLED PER. MANUF. (0 SIMPSON HETA20 W1 (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS [a DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" � �6 NOTE: SEE TYPICAL WALL 1' SEE SHEATHING SECTION C/S3 FOR "I SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. i, TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — -(3) #5 CONT. ON 3" 811 11-8" 8vo CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/3Z'OSB EXPOSURE I SHEATHING x PROVIDE T�� BLOCKING AS REQUIRED PER C SECTION X.X IF Lu NOT FULL -J HEIGHT SHEET- G FLOOR SYST r (2)- 2x TOP PLATE BEYOND 15137OSB EXPOSURE 1 SHEATHING LU X in SOLID 2x 0 BLOCKING n nc SHEATHING EDGES(SEE OPENING qFQTIQN X -X) W a: U _x _x _2x STUDS uj BEYON x SEE PLAN 0 0 IL I I L_ U) \�_2x4 P.T. BASE _�FIORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318' "S"= NAIL SPACING j314"j S 1/2" /2" S S S 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 wt (4) 8d NAILS I (2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING SECTION X-X IAI 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.) 'kY?'Alt 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 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN Ys". cn z 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 or Z U. NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL TO HEADER W 0 LL W PLYWOOD SPLICES @ HEADER - NAIL SHEATHING �: >-< 0— w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0, 0 2 LL z 0 LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Lu 0 N LU w 0 MEMBER IF GABLE END �L M , U) NOTE: * 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2112" * DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C� WALL SHEATHING INSTALL. �6 &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"x 10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAL @ 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 WWF OR FIBERMESH 4' 11-8.1 (3) # 5 REBAR ON 3" CHAIR 4" 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 EAEND EAEND EAEND EAEND (1) (2) (1) (2) (1) LSTA30 4-4 2) (3) (2) (2) (1) LSTA30 971 (3) , (3) (2) (3) 1 (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID 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 W/3" MIN. CLEARANCE ALTERNATE FOOTING v ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 013 C_j iz cr) C%A (V C-5 C-4 co >e .-; = L� C= cc 4n C14 C> C14 ce), %%01111111itti, '/'�e L E 1,1/ -:I C9 ;S� No PE-,85 0 : S T I 10 0 -. 0 R 0'.0 & P.* 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 E 0 8 -, g r) 6 0 iy 0 LL r- r� 32 u. W 0 ' U, CN I i - 9 S " u- z -6;, 0 .0 z 2 cm 8 0 11 C� r- W T r z d 0 Lu 00 �; z U) Cl) IL C14 L) (0 a < 6 L) z Lffnm W k cl- G tj 99 21. -8 CD Cz 5 QX 4--J c,-, .. Lij C� U 0 all 12 -7j g E 0 E CL Ro 01 E �j �z W 0 W 3: 25 .,z Lo. ;5 xC' 15 Oki 0 _r co 0 0 T CID U-) CL 8 LO N _j 0 >.. 0 LL 0 c) 0 -0 Uj CN 0 (N 00 CV) LO ili r- A-Z CY) T_ 0 E M 0 C) z z C E E W 0- 0 0 0 _j C JOB NO 23-02469 SCALE AS NOTED SHEErNO. S6 (MONO)