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W Cr I 7�7 7P7 7PF -1v117 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR /„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. �� 10'-0" (R302.11) @16 O.C. W/ (2) __ . _---- --- - ----- -- ____ _- _ _.. _ _ _ ., _ __- __._- .- _.. SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5l8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) Tox3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z _--. INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. _ -- - --- 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. NSULATION PER CHART ON FLOOR PLAN ) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3114" TAPCONS @ 24" O/C & c SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING @ 6" MAX FROM END OF 2 x PLATE E " ' ` T-_._ - = SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTEDTHIS REFERS TO THE , TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE (2) #5 CONT. ON 3" `= 6 x 6 W1.4 x W1.4 "° 2 x3/16 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS w/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" _....... .. ALT:1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER _ _ � A.F.F. O.C. 5 10 WEDGE ANCHOR /8"x x 6 W1.4 x W1.4 INCLUDE THEWALL 6 x 6 W1.4 x W1.4 n ° SHINGLE ROOF, SHINGLES TO ° O 21 @ O.C.) WWF OR FIBERMESH ATTACHMENTS2'1 WWF OR FIBERMESH BE IN ACCORDANCE wl ASTM - - ELEV. -0'-31/2" Z 31/2" MIN. 31/2" MIN. F, IN D7158-CLASS G or H, or ASTMOil A.F.F.$D3161-CLASS 2x4 CONT. L� 12 ACCORDANCE TABLE ' I S"' ° 1/2"(min.)- 4" 1/2"(min.)-4" w/ l N ° - - y� T n (TYP.)l R905.2.6.1 FLORIDA BUILDING CODE 7TH EDITION (2020) I I I 4 GARAGE DEPTH VARIES 31/2"(min. -4' ° • -VARIES 31/2"(m n) RESIDENTIAL - INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARINGU.N.O. (2) #5 CONT. 4" rr1�4.1' 8' (2) #5 CONT. 4-1 '-411 � g11 FRAMING SHEET FOR MIN.U.N.O. • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB**')I, TYPICAL BEARING WALL STEP SHEARWALLrc�)i,TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ems. ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN _ #5 VERT. IN FILLED CELL v INTERVALS NOT EXCEEDING � �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) „ „ TYPE S MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6)1/4"x31/4" TAPCONS "SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION 2600# ) SPACED EVENLY w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED J BAR ¢ _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 Q cE '? CN 2x P.T. PLATE TYP. PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH Cl) E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHEDci #3 OR #4 REINFORCING BAR U i GRADE <.I z_ GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL OR STEMWALL r ° .D oo r) A p. FINISH GRADE 2 _ [GRADE 60 MIN. F - 60ksi 25" MIN. LAP [30" MIN. LAP] y ] g . �nj D. r U.N.O. MONO CELLS (SEE FOOTING MONO SHOWN _ 60 w FOUNDATION PLAN °O FOR CLARITY 6 MIL VAPOR BARRIER D ;. ° T R 1 7/811 `� -rr FOR LOCATIONS) - N z #5 REINFORCING BAR - _ 1x4 P.T. BASE NAILER 4"x4" INSPECTION � • g #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL � COMP. SOIL. COMPACTED TO - ° ° ( 36"MIN. LAP [36" MIN. LAP] 3" CH " „ 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY o - - 95% MODIFIED PROCTOR ASTM _- 10" (TYP.) (T MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. P CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ a NOTE:EXTEND W1.4XW1.4 WWF OR = FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG DECO FINISH 4" to 6" _FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 I. SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION. L M r ° : ° 1 4Nt � 6 x 6 W1.4 x W1,4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR a z � min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - BARRIER � D D 1 iv ° " v GRADE AT 24" O.C. MAX. - CONNECTION INFO SEE PLAN FOR " " = ° • • COMP. SOIL. ° _ ° °O _ _ - - - - - �° . i T - TOP OF BEAM &LAYOUT DESIGN ° a : e ° N v e ( COMPACTED TO 95 /o - - - - - - (1) #5 REBAR w/ OPT. - - - SEE ROOF PLAN . ^ - - ° ° m m T a °ASTM MODIFIED PROCTOR I� - I -� -SC 2E 1_ENCLOSURE mm, (2) HTS20 FOR STRUCTURAL D1557 - TIT — - BEAM SIZE & � 1 d - 3" MIN. CLR. (2) #5 REBAR CONT. 41 -�- ,- - " CONNECTION INFO M - • 1'-4" (1 STORY) ON 3" CHAIRS TYP. „ STD. 90 HOOK (SEE MIN. I I -- — — — — 4" 1-8 (2 STORY) DETAIL U.N.O. ) ° 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ - - PLATE ms MIN 7C6" O.S.B. SHEATHING SEE A/S3/J/S6 - 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-01, S3 SCALE: 3/4"=V-0" S3 w_ SCHEDULE rr a SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLDROMsLAs w COLUMN SIZE AND BASE rM o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� '-p" J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR N RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND � • :.: • : a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ G ` 4. -31/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13 O.H.D. RECESS •' 4 GARAGE AT 8" O.C. ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z M _E 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL -- EXTEND FILL CELLS c W/ DRYWALL SCREWS 8U.N. EMBEDMENT @ 12" O.C. �° TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' c �' ••' ' ' '' r y' ` PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M .:. •.. y. - `r r� I I - _ •`. �. + d : _L=� I '� - I - I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 6 � GRADE�J �.' .' °.• 4" oo -�- :. - ao TENSION 120#) CONCRETE SLAB E _ v > LU FILLED SOLID (SEE PLAN FOR ....• 1 .. •:. 11 I- = 6 x 6 W1.4 x W1.4 W E W SIZE AND REINFORCEMENT) W 0 • 4.: �• �.,' WWF OR FIBERMESH Cl) cwn P ~ W o U ~ -Ez • BRICK PAVERS or SLAB PER p o Cn _ • • • • = z_ • _ ' ' ' - t�jI ° M 6 MIL VAPOR - COMMUNITY SPECS 0'-0" FIN. FLR.�j U- uQJ SEE A/S3 OR J/S6 SEE AIS3 OR J/S6 I I I=„1L„ 1 , l �T� _ �- _ - - FOOTING v FOR REINF, INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _ - - BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" 1 ST RY ( lQ ,, _•.... •.• •• .: PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" • ,.4 S E UNDATtON .. • ' �' `• coNc. PAo INFO. FOOTING WIDTH a ,. SEE SCHEDULE � GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG./""�K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:314'" V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. M N O M 00 � d � W 0 G 1 a n C? Cn 01y lV Z y O ro � N Y y 3 •= a' °C 3 ea i N C O � o d U C"> O N 0 M No PF 5 T A f E OF• ••� = 1 •rrtlsls%1a: 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to Ha �7 2 rry$A} d OJ yC _ J p °1) ur 46 al W . o. a MLLU. a � 0_ z Z � � CD _�° ORI o nj 1J W .10 W 00 , Ci w Z Z () L IL N F O V ❑E]❑ z W z v) — o z W z r:. d N N U) M v1 z a 0 w Ul c m �NCD rC3 w m I v c Q 0 0 cn o z e J z ZO E 8 E _o o f° �� u0 Uo gU a3 Z co � _ � �w M c gz Z LL 7 c '0 0. sc °O = 7 A 1 _ Lip LO �r .-, N a j MO M (n s N Its m LO T U) Q O 2 0) I Co CO LICE LL N LO N CN Q 0 T L cD M o Z cEo y N @ E v c a U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO)