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1 I 1 I I I1 1, 1 11 1 I P' 1 11_-- I - 1 11 -_ II I I I 11 1 1 3 x Q rn co x rn O O J N L0 I i s CD > Of c CD 0 0 N LO C 0 CID i 0 CV 0 0 a CD 2 O C N N LZ- U 0 U I N U 0 a 0 0 U J Lz 0 L Lo 0 a 0 0 0 Ln Q v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 , (TYP.) VARIES 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Z 1/2" CDX PLYWOOD OR 7/16" O.S.B. - 16d TOENAILS T & B j I SHEATHING REQ'D. FOR ALL FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF TED ON THE PLAN. ATTACH z SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS GI 24" O.C. U.N.O. 3/8" MORTAR BETWEEN 2x P.T. PLATE 1/4 DIA. X 31/4" TAPCONS @ 24 O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Cl) r 2"°x3/16" PLATE WASHER (TYP.) N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH L `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER D ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR SHINGLE ROOF, SHINGLES TO a _ @ 24" O.C.) 2 11- BE IN ACCORDANCE w/ ASTM -1 I �I I (=I I �I . D D I I=L�I I �Il L ° ° z 31/2" MIN. ELEV. -031/2 D7158-CLASS G or H, or ASTM �I I I —I �I I • I I I I �I �I I I— — III—III—II1=1 D I1=1I1=1� D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING —11 11111=11�1I I I I �I I I 111=11 CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" 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 a NOTE:EXTEND WWF OR - DECO FINISH 4" to 6" "FIBERMESH"WlAXW1.4 BELOW GRADE E , CV ' °00 D O0 6 MIL VAPOR_ BARRIER I • I I `" COMP. SOIL. ° (COMPACTED TO 95% ITi MODIFIED PROCTOR 7 III=1 I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY ) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—� BLOCK WALL BEYOND 14" —[�O.H.D. RECESS z Cl) � f 4" T 60 y SEE A/S3 0R J/S6- -1 L 11 11111,1 � 1,, I I11 L1r FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (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. Ii S3 ADDITIONAL INFORMATION. A.F.F. p 2x4 CONT. ` LL 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ (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 5/8"° 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.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE - STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 211- �3 1/2"MIN. 1 1/2"(min.)- 4" GARAGE DEPTH VARIES / (min. - — — (2) #5 CONT. I�j-rrT7r�" I TTTr 8" GG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL P STEP (ED SHEARWALL SESCALE: 3/4"=V-0" IIIS3 "SHEAR WALL" 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"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL z o FOOTING MONO SHOWN FOR CLARITY 00 NOTE: I!_III_III-III-III- *FOR BEARING WALL N W/ UPLIFT ONLY TI _I I I I -I'll I I -I I' I I I I -I I I I -I — I- -I l: I I - I I _ .IIII - _ I I I III -III, 1� 1-I 11 11111-III III, , ,III 111 FRAME WALL TO C.M.U. WALL CONNECTION 111- I I I 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 ° 217 ' 'v GRADE co a _ .Q 1l-1�r—lil III —I -(1) #5 REBAR w/ OPT. ' �I I �I t �I 11= 11= I I=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 TO.H.D. RECESS TM v a. 00 I—III=11 � �� =11 I �I I :•� , : IIT�� SEE A/S3 OR J/S6 J -' Li I I I �,I i „ III 1. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. P`✓5 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ,o M�N�o s INSULATION PER FBC AND ENERGY coy' FORM SUBMITTED WITH PERMIT /' \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 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 I WWF OR FIBERMESH k3t 00 1/2"(min.) - 4"=1 — -7, I =1 I f1l R", (2)#5 CONT- '�1}r�1"'I "g - U.N.O. MIN. TYPICAL BEARING WALL a@ STEP 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y E D D Cl) D. FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] f—R17% - 6 MIL VAPOR BARRIER D ° I I 1� r I7MO0 I INI•�-�-III=1 I '- #5 REINFORCING BAR R 1 7/8" �I I I I i=ME�T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I I • D :. I- 95% MODIFIED PROCTOR ASTM =IT�IT—I1 TI�II ITI- D1557 I �1, 1-1 11'!'rr N 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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" J CONT. BEAD SEALA� INTERIOR • -3 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e E M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —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 6x6W1.4xW1.4WF OR FIBERMESH W -A' K S3 10" #6 REINFORCING BAR #5 STD. 90 HC10K 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 a BOLTS 6" MAX FROM a END OF 2" x PLATE Lij D U J LJ ' I —III III =I D • (2) #5 CONT. =1 I hI I ON 3" CHAIRS (TYP.) 8" 1'-4" CC S3 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 N _ WWF OR FIBERMESHto r, . I-1Tf--I I f-1T1 II M M TI[_ 8" #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2 RECESS FOR 6 x 6 vv IA x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T� AT 24" O.C. MAX. CONNECTION INFO ° —� SEE PLAN FOR jk & LAYOUT DESIGN a TOP OF BEAM — - - SEE ROOF PLAN - — ° A ° C) C (2) HTS20 FOR STRUCTURAL BEAM SIZE & r d 1 CONNECTION INFO co�- d 2x4 P.T. PLATE a 6 7/16" O.S.B. LOCATION COLUMN 7 I= I 2x4 #2 SYP P.T. FRAMING w/ =1 I SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LLI COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c�_ E- TO FOUNDATION PAD I. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 00 GRADE_ _I a M FILLED SOLID (SEE PLAN FOR -- -- _ SIZE AND REINFORCEMENT) � � _ ° a• z = LL, ==1 -I -I II -1 I- l v 1= a w BRICK PAVERS or SLAB PER p o Cl)-! — • � • °• — - z a 0'-0" FIN. FLR. COMMUNITY SPECS L` — G OJQ"JOC 1 %// . • . FOOTING U BEYOND PAD REINFORCEMENT _I I 1-1' 1 l , 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C) A�yc� •. �1 `'� CV Q O . le 0 •• F l0¢� �OFESSIC04 � 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 rs 'q E It O N °0 n it u W C4 r W a r+�i o LL °' Y 33a. LU O .Ej Z L C@ 00 O J j 3: W W J Q mm m Cral= us Co N M Z Crcn O < - Z 000 7 N (h og z N z o � Q J d � n N z 0 . 2 0 G U v / Of ,+I U� H J C) o 0 N r_ o M M J w ¢ p w Z � UQ-E =oo o - >z<Z� ZC coO E aU WQ UO z wot z zC/3� L a� J <� pro° �m �® m� Z ¢w [n 3 <° WQ� a 8 LLa N W C 'z 3 _ C:) O ro v WF I �o a� 00 za 3: O L ! M=N I..L Orn f6 0 L � � L) O > CV Q C)CL 9 m C (.0 r1*1 M o O� "O = N r T CV00 LO E E N M o Z Z E O C5 a c0 ° Q o -j JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. S3 (MONO)