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1I'.j!I1I1q 1- -.11 TF <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) VARIES <br />!!�� I <br />INSU <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16- O.C. W/ (2) 10-4' (R302.1 1) <br />A - <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. ORTAR BETWEEN <br />2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & C� SLAB & BLOCK <br />HURRICANE ANCHOR @ EACH @ 6' M�� FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3- <br />6 x 6 WIA x W1.4 <br />Cl) <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ELEV. U-13" <br />I I' OIL <br />SHINGLE ROOF, SHINGLES TO 'I <br />MOISTURE BARRIER b <br />E�9 A 4 0 <br />BE IN ACCORDANCE w/ ASTM 9 4 <br />4 \4 ELEV. 4-3 1/2" A_N 1-- <br />D7158-CLASS G or H, or ASTM <br />D3161 -CLASS F, IN 2x4 CONT71X 0 U_ <br />4 <br />ACCORDANCE w/ TABLE 4 <br />R905.2.6.1, FLORIDA BUILDING 4 C14 <br />CODE 7TH EDITION (2020) 8-1 9 GARAGE DEPTH VARIES 4 1 4 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" <br />k � S3 S3 <br />5/8" OR 1/2" HIGH ­-� <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />! <br />F <br />ALUMINUM DRIP <br />EDGE <br />LUMINUM FASCIA <br />\12' <br />I <br />W/A HABITABLE ROOM <br />, N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X`16"KNOCK�OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />_,1_______8"C.M.U. <br />TYPE 'IS" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 FIT WD FURRING @ 24" O.C.-/ <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS(SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />C9 <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER-\ <br />CD <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />NOTE: EXTE N D <br />W1.4=11.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />Stt <br />;0 <br />Cl) <br />6 M IL VAPOR <br />BARRIER <br />COMP. SOIL. <br />(COMPACTE TO 95% <br />MODIFIED P CTOR <br />ASTM D1557) <br />(2) #5 REBAR CONT.-,/ 3' MIN. CLR. <br />ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE <br />U.N.O. - 4" V-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION KA <br />SCALE: 3/4" = V-0" 1\ �3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS� <br />O.H.D. RECESS <br />N <br />-4" C? <br />SEE A/S3 OR J/S6 - <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1- " (1 STORY) <br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1 " (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. �3 <br />ADDITIONAL INFORMATION. <br />C F1011 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />S.P.F. STUDS 1 O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />,1-2x <br />- <br />—44 2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />00 <br />LOADBEARINGOR <br />INSULATION PER FBC AND ENERGY <br />-0 <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />81, C. M. U. <br />FORM SUBMITTED WITH PERMIT <br />INTERVALS NOT EXCEEDING <br />, <br />1 "x P T STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />10'-0" (R302.1 1) <br />#5 V ERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <br />7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE CCIS3 OR <br />C14 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2' GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />'"J" <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW-90 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />"' ' "j <br />SIDE IF APPLICABLE. <br />BOLTINFO. <br />5/8"x6 BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8"THICK. <br />0 K.O. BLOCK <br />10d NAILS <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />5/8"DIA. EXPANSION BOLT @24 <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X FIT PLATE <br />20- MIN. LAP [24' MIN. LAP] <br />#5 REINFORCING <br />X <br />x <br />SPACEANCHOR <br />R <br />3500#, MIN. TENSION 2600#) <br />w/ (10) 1 Od NAILS <br />C14 <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />_j <br />BOLTS 6" MAXFROM <br />6 x 6 W1.4 x W1.4 <br />TYP. <br />2x P.T. PLATE <br />PER MFR INSTRUCTIONS <br />AT <br />END OF 2" x PLATE _,*�, 4. <br />WWF OR FIBERMESH E <br />r I Cl) <br />ASSUMED FINISHED <br />#3 OR #4 REINFORCING BAR <br />LU <br />0 <br />P <br />. ---, I I - <br />, rp <br />�GRADE <br />j <br />2i <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40k <br />A _j <br />x CL <br />A <br />MONO OR STEMWALL---, <br />J <br />FINISH GRADE ;0 <br />25"MIN. LAP [30- MIN. LAP] <br />[GRADE 60 MIN. <br />FOOTING MONO SHOWN <br />;0 <br />< <br />I> <br />FOR CLARITY <br />6 MIL VAPOR BARRIER 1> <br />7 76� <br />#5 REINFORCIN BAR <br />R 17/811 <br />W <br />FI-1 I T1,1=1 I r 2� <br />1^r- <br />F< <br />% — 11 �� IiZ <br />NOTE: L <br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO <br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM <br />D1 557) 17 <br />11 F- =-9 -11 1-1 11 411 11-41' <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3 <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4"--\ <br />A A GRADE <br />;0 w <br />w/ OPT. <br />16 REBAR <br />I M M, M "Iffil ESCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=V-0" � S3 <br />EXPANSION JOINT BLOCK WALL BEYOND <br />13" <br />O.H.D. RECESS E !6 <br />a it <br />4" <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8- (2 STC RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />01011 0 CONT. BEAD SEALAP <br />I A <br />INTERIOR <br />-3 1/2" <br />4 mK <br />CONCRETE NAILS W 11/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB--_, <br />en 6 MIL VAPOR <br />BARRIER <br />36- MIN. LAP [36' MIN. LAP) <br />ON 3" CHAIRS <br />1 <br />10" <br />V. V-4" 8" <br />(TYP.) <br />_--#6 REINFORCING BA <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />�3 <br />SCALE: 3/4"=V-0" <br />� �3 <br />EE PLAN <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM W/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />SEE PLAN FOR jh <br />& LAYOUT DESIGN <br />7 <br />TOP OF BEAM 'IV <br />SEE ROOF PLAN <br />A <br />A <br />0? q <br />A. <br />(2) HTS20 <br />FOR STRUCTURAL <br />C) ci <br />BEAM SIZE & <br />4 <br />CONNECTION INFO <br />--N4 P.T. <br />lo PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 <br />/__701116'8'. MIN 7/16" O.S.B. SHEATHING <br />z ATTACHED PER NAILING FOR REINF. INFO <br />Cn 0 <br />6i SCHEDULE OPTION #1 <br />COLUMN LOCATION Ix * SEE TYP. WALL SECTION FOR ADDITIONAL <br />_j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />Lu COLUMN SIZE AND BASE <br />W <br />Uj CONNECTION INFO. SLAB STEP & RECESS (@ S.G.D. rm"*� <br />SCALE: 3/4"=V-0" S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />AT 8"O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />EXTEND FILL CELLS c� <br />TO FOUNDATION PAD <br />INSULATION PER CHART <br />CONT. BEAD SEALANT <br />6 x 6 W1.4 x W1.4 <br />Cn WWF OR FIBERMESH <br />SQUARE CMU BLOCK BASE, <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />CONT. FOOTING STEEL-\ <br />Z <br />00 2 <br />_j F1 1 711 <br />Uj a -.11 =1 I I <br />MAT REINFORCING. <br />11, <br />40 El I F�I IE__1 <br />Uj <br />I <br />14" 14" 1 <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE: 3/4"=V-0" 3 <br />BRICK PAVERS or SLAB PER <br />b ILLI Cf) U.1 <br />00 <br />0 ''F I— TF, <br />z <br />0'-0" FIN. FLR./-6 OMMUNITY SPECS <br />LL 0 <br />Cn <br />4 <br />_1 <br />I I I =1 I IL7.1 I IE] I JEEI I 11� <br />-FOOTING <br />4-111=111=1 <br />BEYOND <br />PAD REINFORCEMEN <br />3" MIN. CLEARANCE <br />SEE FOUNDATION <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />CONIC. PAD INFO. <br />SEE SCHEDULE <br />TAPERED CO-LUMN FRAMING KCD12 <br />PATIO COLUMN FTG. DETAIL <br />�N <br />SCALE: 3/4"= 1'-0* <br />SCALE: N.T.S. <br />�3 <br />C14 <br />C:0 <br />C14 <br />Q0 <br />%t %%%III fill, <br />N & 4F <br />No PE787 50-17.. <br />STATE OF ILI <br />0 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />CC <br />U <br />0 <br />CM <br />cli <br />co� <br />_j <br />�j <br />-. V <br />�j <br />0 13 <br />C: <br />I ut LL <br />-S <br />Ito <br />z <br />I <br />�i 5; <br />= W 4 <br />0 <br />82coo) <br />ce <br />W <br />z <br />ILW <br />L <br />I .<� <br />00 0 <br />1.0 �z <br />CN L< <br />_j j) 0 <br />WL <br />V) <br />(-D I <br />(1) <br />4-J <br />U <br />0 <br />Lu <br />Of .2 <br />C) <br />LL, <br />a <br />0 <br />E U <br />E <br />0% <br />a z <br />z <br />C <br />CID <br />0 <br />Wr-L <br />c=) <br />s <br />I- -� <br />.0 <br />(0 <br />0 <br />C:) <br />> <br />L) <br />0 <br />a) <br />CN <br />< <br />> <br />0 <br />L_ <br />C:) <br />Q <br />.2 <br />CD <br />C <br />0 <br />r4_. <br />E <br />qqt <br />LO <br />0) <br />04 <br />'r- <br />U-) <br />C <br />0 <br />00 %z <br />00 co <br />LO <br />E <br />a) Ir- <br />c?) <br />C%j <br />0 <br />z <br />M <br />z <br />r_ <br />E 10 <br />E <br />0 <br />_j <br />JOB <br />NO: <br />21-2023 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />