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I A 311 - :2 t2 0 15 04 C:) E co E C'4 C14 ;z ts 0 0 9 — 17 C-4 C) �0 04 C) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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 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 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATiON AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM \PER PLAN Al. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP, TYPE ")V @ GARAGE ONLY) W/ 13/8" 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 1x WD FURRING @ 24" O.0 BASEBOARD IE MIN. 2500 PSI CONC. SLAB M IN. PSI MAY VARY PER MUNICIPALITY ;4 . '.a. - . . .- ;P." .. A III—H . . I . -Ft I . . A. 1=1 --I IE�l I FE1 I .11 ... .4 . A. .,6 A' 'A 6x6 W1AXW1.4 4 Ell I I= I 1=1 111 WWF OR FIBERM S 81 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 wl 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 W1 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 rn FOR MORE INFO LIJ LU = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 U) APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. LUUJ W INSULATION PER CHART ON FLOOR PLAN (�B �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. 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) 0 4"X4" INSPECTION PORT AT U- = 0- LU U) a- _j EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE NISH GRADE -STD. 90 *HOOK (3) # 5 REBAR ON 3"' CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od 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, 1 st FLOOR WALL—_----" SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"' NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION )F BEAM OR GIRDER FEND SHEATHING TO �TE W1 O.C. )OR TRUSS/JOIST 2x STUDS @ 1- 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS U. WEEPSCREED INSTALLED PER. MANUF. I C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" ��S6�) FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE JIS6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS KN'�� SCALE: N.T.S. �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING —\ ATTACHED WALL SHEATHING 1_*1 TO BOTTOM PLATE/CHORD W/ 8d F @ 4" O/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS - C? SEE FRAMING __�_WEEP SCREED 9 9 PLAN INSTALLED PER MANUF. \\--SIMPSON i(' n,, AR HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" _T OIC FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS E N D WALL W/ (2)1 0dx3" @ EA. BLO KING& 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" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.I.I.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITE N SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=11'4' �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING ADDITIONAL INFORMATION SPECS ON FLOOR -1/2" GYP W.B. MIN.@ GARAGESIDE 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/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4� 11 F -I KFlr-- :4 4A ./6_7 IJIV (3) #5 CONT. ON 3 CHAIR W/ 3" MIN. 8 V�8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/ 32" OSB ___, — EXPOSURE1 Ux T SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF Lu NOT FU L L HEIGHT SHEET- r�� L FLOOR SiYST Iml �/ (2)- 2x TOP PLATE A/— BEYOND I 15/32" OSB EXPOSUREI F__ IT SHEATHING Lu W m OLID 2x to BLOCKING @ ALL SHEATHING 0, I E OPENING �L_=% I I SECTION X-X) W EL 0 __xx 6.060" E Lu 21 1111 E 1 1 - _2x STUDS =W BEYOND. U) SEE PLAN D 0 L U) '--2x4 P.T. BASE 2x]RIBBONOR VERTICAL _�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AtA1 I rl r-%/A*rl^Kl MIAr%MAKA 3/8" "S" = NAII. SPACING S 314"l /2'�- SINGLE NAIL EDGE SPACING S S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" IFLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS I (2) 9d NAILS @ 3!' D.C. STAGGERED FOR SHEATHING SECTION X-X �Al �C/4�46/ov 11 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, OIC 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". NAILAT BASE2 ROWS@ 4"O.C. w18d COMMON NAIL NAILAT TOP PLATE TWO ROWS@ 4" O.C. wl 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 � Lu @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. , 7: CD STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL 0 5 Lu Lu LL 0 0� CF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 a wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0� 0 0 co bo 0 W M ' :' �_ �_ LL R @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 0) til 0 u_ N W 0 MEMBER IF GABLE END � _U) NOTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 a 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2 1/2" . 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"X1 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 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 wl (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME L HEADER DETAIL WAL 2x BLOCKING HORIZON NOT @INTERVALS TAU*---\ �.11) EXCEEDING 10'-0" (R302 518"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 4AJ A A A Cl) �A IE1 I - I - - I I :'..A', A I Ell Li - (3)#5REBARON3"CHAIR--/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 EAEND EAEND EAEND EAEND 1'4 (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) L (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS @ 16 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. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 9 C%d Cn co 45- Uj :P Uj L&_ E C� C_ C* Cc C...) W ip C= cc -4 :9 I " co a -CC �I: cc CD =,U 7 - If _j <t IF ......... "10 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 'IT E cc) 0 co 8 N 0 i2 �* U::), I' O_ 1, � _0 0 6 co 14 Cc: -j 0 U-- -0 2 CU C - f Co - f 9 N 15 r.- 0 cof ELLU Z 00 N Z < U'� co < b 3 00 z 0 W W 00 as (D co �2 M Cl) - C) < (nv) CD — 4--d U 11 0 LU V) C�_- Ln S I CIO U3 LU sly U 0 11111111 C.0 C`� 2 z z U_ ce E z< 14 8 @ ,0 WM S8 c=, E '0 0< kz z -2 . .0 jz 00 0 z 15 .2 �z 1W �z ZO H W 11 <� Mo mi C"> aj E2 > C0 0 4t E M L_ co r-, M C:;- D C) r11-1 < 07 -6 co 0 0 0 .2 3: CID L0 4-1 0 72 co -0 04 0 -0 0 0 LO C14 L0 04 CD E CY) 6 z cc z U) E E 0 0 �0 cc _j JOB NO 22-09401 SCALE AS NOTED SHEEFIN10. S6 (MONO)