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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM tj — — 0° • p ..' _ = I 4 D7158-CLASS G or H, or ASTM TTT T�T r� D3161-CLASS F, IN ��LL1�111 ° = I' 12 ACCORDANCE w/ TABLE llrrr r_ —T � I ZTYP.) VARIES R905.2.6.1, FLORIDA BUILDING _— ~ CODE 7TH EDITION (2020) I TIT I RESIDENTIAL 8„ ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES - - SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL— J/ NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD 41 U.N.O. U.N.O. #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4'W" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E _ �! r ° ° p • Z ap C 6 MIL VAPOR — - BARRIER _ _ — p• • _ 04 COMP. SOIL. ° (COMPACTED TO 95% _ _ MODIFIED PROCTOR TIT TR T11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--� 8"W'xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT.�/, I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w w/ / (10)10d NAILS iv 2x P.T. PLATE TYP.ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN � FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ' !4 GRADE eo— o — (1) #5 REBAR w/ OPT. I I I I I I �SGREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT " O.H.D. RECESS ;q z1311 O.H.D. RECESS . '.(�V a :. . . .• .. 4ry — °Q =II 4" SEE A/S3 OR J/56—`"I I I FOR REINF. INFO. T"5M71N. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. f_ 5/8"OR 1/2" HIGH STRENGTH — ` (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"00/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT:1 /2"xl2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV. -0'-31/2" �31/2" MIN. A.F.F. g (2) #5 CONT. —/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/810 x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT P x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �3�1/2" MIN. MIN. xj) SHEARWA SCALE: 3/4"=1'-0" 1 /2"(min.)- 4" 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ,_,� T T§1 /2"(min.)- 4" WEaMIA 1155 IIMF?`-7- 4 1 11FNII Ir 1 11 11 �;�I rl ll ll ll ll ll ll ll.11 �l ll ll ll. - ' - • - • I - 3/41f=11-011 �Eas�c 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M��N3s INSULATION PER FBC AND ENERGY cad FORM SUBMITTED WITH PERMIT- 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8" x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK PLATE WASHER TYPICAL 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 WI A x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR FIBERMESH BAR BOLTS 6" M OM AX FRTE WEEP SCREED INSTALLED ►- o END OF 2" P PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Xo o N z_ GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE v-_ a. ° ° '� M — o FINISH GRADE a0 GRADE 60 MIN. F = 60ksi 25" MIN. LAP [30" MIN. LAP] [ Y ] g — — r D II. 11 �11 11 II II#5 REINFORCING' III II II�II II II I11 11 1 . • • • � • II� _ III rl ll r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN INTERIOR A. . a• -31/2" E_ N � Cl) EMBEDMENT NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m 00 E M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE �—'1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 1�6x6WlAxW1.4 WWF OR FIBERMESH K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_�� SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR " " " CONNECTION INFO TOP OF BEAM " " &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r- BEAM SIZE & i.. CONNECTION INFO 2"PL4 P.T. ATE 2x4 #2 SYP P.T. FRAMING w! 7/16' MIN 7/16" O.S.B. SHEATHING O.S.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOC TA�IDN Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o Uj CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN j wl MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR ow SIZE AND REINFORCEMENT) W BRICK PAVERS or AB PER COMMUNITY SPECS 0'-0" FIN. FLR.� •' 'i CONC. PAD INFO, TAPERED COLUMN FRAMING CI SCALE: 314-= 1'4• (2) #5 CONT. ' =1 I.� ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 Q si WWF OR FIBERMESH o. 4 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 ^ +i`Lr" 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD - CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE w z= • w P 0 z aww ILL QQ V1 C) a FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 9 -•q-.... wry\�\ { 0 N CV C o a� a N _ o m x fn O C= M Vl �p � Q N m d If 13_ al 3 4 . c " C. r= a„ Sd 0 CV j, ` "o << To the best of the Enginser's knowledge, information and belief, the structural plans and apeGflcations 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. EQ m Q0 CA N CS (� C �i 0 co � LL LL NcN+�1- LL CI v a a Q LL� a Z Vq _ Qo A cO m J CI W r°2pjOi z LL Z - Nz O W Cl)W H N Q U OU ❑❑❑ Z W z z $ J — — N z M (jl- O w. V) c �' U, W m $ z o z z M 0 ' Z E g Q E wo IzC Z� o� �o a' Z d aQ W� co <O U� �g for Zz Z J NV o ° 4 m ,z g Z a o zz W`3 ao �w �= NLL z3 J � �w 'o v g� gl< 2O = > LO Cr O A' LO N o LO o N CL (n N +-' o LO O � U- O N T 00 Q T E M c LO z m z :3 E CN �, a E v ¢ a JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. S3 (MONO)