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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PE-R— CHART ON FLOOR PLAN 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) 1 Od @ 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 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 xf: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 w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU o� �.-�— 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 LU LAYER 1/8" THICK. LL —INSULATION PER y CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (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) Cl) U 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. n AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE ..dFt iV ° ° °' . "a .q o FINISH GRADE oo M �— I I —I I I I I— I I=III=1II_l� I I ° 6x6 w1.4xw1.4-11 I I —III —III —III— I I a WWF OR FIBERMESHI' �I I Ii iI I II I III : ° . _ �. I I II — I�I-I I II F Q ' I I "III"I ITI I I_ I i )' \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL) W/Y MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION r, REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 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 BAND 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)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS — °O SEE FRAMING WEEP SCREED r PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w! (8)10dx1 1/2" O/C FOR THE 1 ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wi (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 STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION 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 I U. INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 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 a .. _ ^A —I11 ° 4 ° �.� SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE f 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I11—III• —81. I �rlj gl�l�l�lir�� " CHAIRW13"MN. " Il CHAIR W/ 3" MIN. ANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. c B 15/32' OSB l EXPOSURE qx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D ❑ SECTION X-X IF Lu NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F FF SHEATHING LU w 2 SOLID 2x C BLOCKING @ ALL M C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C x gw x E 2x STUDS w BEYOND. SEE PLAN ❑ O A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I M MIATInAI MlAnMARA 3/8^ "S" = NAIL SPACING S 314" 112"- SINGLE NAIL EDGE SPACING S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" 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 FOR SHEATHING tft1[611�:K1 Sic p4 0/4i � 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.) Op NjFRi R 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu - PENETRATE SURFACE MORE THANYa". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uI O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w/ 8d COMMON NAIL Lu LL Fw O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. d xI-00W U)i of m uJ x 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? N WO - MEMBER IF GABLE END c 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH 4 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 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)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 HORIZONTkLL @ 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 W1AXW1.4 WWF OR FIBERMESH 4 E d ° a. N '.° M TI I I_I I I —III I I •d. ° a.. 111111111� �I II ° 9 a• -7' I' I III�III=I (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 SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2 (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (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 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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 cv 0 c.a 0 C� «% 7 LJJ CL. 9.R p c O� G..,6p6�C3- N RS f1l...' a.. �N 5[ W d- c y o ..,a M A 'o 4= N c9 p 8 �•:' 0 .. -AJi., C To the best of the Engineers 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 Engineers signature and seal. �E ctNS O p ZP 2 Co ai NM0 c LL A.a ,� w _ w Z io 0 o- wca9 o M, 8 W ch cO Y. m w W 0 Z M Z N OU W El n z NC4 o� z z o —o Q N M N z CO o tAIIIIIIIIIIIIIIIIIIIh 1 l LL T C3 LU U Q) O w 0 N C �" U ,U tO U f) N a u, d o ¢ N 0 ti o �w � M M ¢ o < 0 2 �® CD-E E w° ¢ =O ❑a CB i— 6CL U °tea U SOU o� CZ)<- N Wz r L o Q O m cp C y U O O , Z ui ) J 2m QW z cn 3 ¢ OLL T 0 =W 'S �j• �. y W = E_ mi CD 0 ao S. v `I< c C)0 >CO 5i m m L r (Q d' d- � r r m Ln 1 O 0 N LO O N Q N �-- m MM N o Z Z W iri L17 E T N `m m a0 of ¢ o JOB NO: 22-06454 SCALE : AS NOTED SHEET N0. S6 (MONO)