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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (T(Ty P') VARIES / INSU 5/8" OR 1/2" HIGH—� 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 NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II 1a (#15 OR #30) UNDERLAYMENT - FOR ROOF PITCH 4:12 OR LESS. I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 Q WWF OR FIBERMESH °."Aill4 TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. _ ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GGIS3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. CID 1/2" GYPSUM WALLBOARD C(SEE IELLS IN FILL MONO OR STEMWALL U.N.O. FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL `FOR BEARING WALL W/UPLIFT ONLY MIN. 2500 PSI CONC. SLAB g; MIN PSI MAY VARY PER Cn AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) ( OR s "GYP. TYPE"X " @ GARAGE W/A HABITABLE ROOM/a ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS -rF SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ = 2"°x3/16" PLATE WASHER (TYP.) "' ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 =11° ° 11 A.F.F. @ 24 O.C.) 2 WWF OR FIBERMESH ° ° "ELEV. -0'31/2 d 4 A.F.F. °° ° A.F.F. �31/2" MIN. F. ° °° ° 2x4 CON "(min.)- °° °° - ° ° ° ° _ 1/2in.)- 4" 0 31/2"(min)- 4" 00N GARAGE DEPTH VARIES ° ° (2),45 CONT. 8" U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2 BLOCKING PGS'��EGS�GJ�� ,00 06 s el 8" C.M.U. @ 2x STUDS @ 16" 0/C THIRD POINTSx 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N YERS W/TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. r3�R CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL D LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING T 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR t GRADE c., ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi t> jZ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] P ° o °� = °O 6 MIL VAPOR BARRIER D e' ° _ °0 r ° o ° _ _ _ I=1 I I=1 I-1 I-1 I-1 I—� = Z #5 REINFORCING BAR R 1 7/8" ° I —I 11=1 11-1 I I=1 I I —I 1 #5 LAP SPLICE I=1I I-1I I-1I I-11 . 36" MIN. LAP [36" MIN. LAP] l��ll�ll�ll�i1��11= 1 ao MUNICIPALITY. CURB DUE TO SLOPE — �— — — — — CONCRETE SLAB W/6X6 - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING i � d W14XW14 WWF OR = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. ,i "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL r, N BELOW GRADE SLAB INFORMATION. _ N °► M `v ` = Z I 6x6W1.4xW1.4 ° ao 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° z �- min. 4" nl BARRIER 1 a d a ' a zi ...... _o COMP. SOIL. (COMPACTED TO 95% N MODIFIED PROCTOR ASTM D1557) 3" 1 MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4° STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 d tb if OPT: DEPRESS SLAB 5Y" 2 DEEP AND 6" BEYOND , E DOOR TO RECEIVE = PAVERS / DRIVEWAY s CONCRETE SLAB----, d SEE A/S3 OR J/S6 BLOCK WALL BEYOND 14 —[ �-O.H.D. RECESS = V �z ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' " (2 STOR ) GARAGE DOOR SLAB RECESS ri1 Y f> SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S3 EN ;;11F. . - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 OR J/S6 -' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS r—i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS °Q P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� - J CONT. BEAD SEALAt ° < d ° INTERIOR ° -31 c ° CONCRETE NAILS W 1 1/2 j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S a° M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE o ° W U N— 1111i ° n 10" #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN « TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR KKING t PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 = WWF OR FIBERMESH T 11�llallfl -m�n�n=gin (2) #5 CONT. =1 ON 3" CHAIRS 8a 1 -Y A„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH N_ I I M FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING rn o C E —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w a ::i o I- > w ' w fn S H DULE SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"4" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT _� w/ MIN. (2) #5 VERTICALS E �r�, FILLED SOLID (SEE PLAN FOR N SIZE AND REINFORCEMENT) �6x6fflAxWlA WWF OR FIBERMESH BRICK PAVERS or SLAB PER a ° _ 11- 1 I 1=1 11=1 11=1 11=1 I F 0'-0" FIN. FLR. COMMUNITY SPECS D SEE A/S3/J/S6 --� I+PT�"'1" r�lu-`'ri rL 8" FOR REINF. INFO. 1 OPTION #1 ` 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.Q. rM SCALE:3/4"=V-0" � S3 q MASONRY WALL AND 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS C TO FOUNDATION PAD E � CONT. FOOTING STEEL MAT REINFORCING. LL" ' M c� W ;III=III a �111=III=1' Z w o IE9 11=1 11 I —I I M1 I I —I 1 I w o W n= i I 1=1 I_I a� 11=1 11=1 1 1- z - 0 _I 11—ll I ° ° a Z � =1=1I1=1I1=1I1=1 I I =11I—= =III III-111=111—III=1 I- I I11=111=111 FOOTING Il.; lll�illllliilll��lll ,ll -III.-III—' BEYOND SAD REINFORCEMENT—/3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ♦♦ rr11LOU t:J rr Z - Z Q V) U' � w M p •U — 0 th U = E 10 �M U co C14 & C11 M w '.0 c m c, 5cli _ U �C, Q rn ,K iz a 0 B D. S o '� "; LLl° . w ' O F O To the best of the En d¢ ' knowledge, inf n, and belief, the structural plan f tained ��+litfl within these drawings comply t1; 17 Florida Building Code - Residential 6th Edition. Engineer's signatureand seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N Z O(UI� ►15 >-IU)MO M Q - )z W U-Ln a z 0 �U Q Go E ... WC) -1C ~ ,n7ZZ.�t W - za U) �t -J QWU, . 9 xo WJ 1906. M$�® LIn Z cn 3 o '10 N V = Q guj 6 z R.� 88�8 Nf N 0 LL ��6i t�� Z E J ,- 4 Ln Lij Q L j 1: Z a LU ,^•I • N Z Z t m O ' 0o g w = W rn T-4 a 0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION N0. 5ml SHEET NO. S3