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7/r ,v/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /„ GYP. TYPE'X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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. @16" O.C. W/ (2) 10'4" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2u GYP. WB (MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 1 APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C. NSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMILAR AT FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6111 x W1.4 r r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH ``' `'' ELEV. 0'-0" AL (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° a A.F.F. O.C. 0R 5 10 WEDGE ANCHOR 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 /8"x INCLUDE THE WALL TRUSS @ 24" O.C. U.N.O. ° /ri-I - a t7 @ ) WWF OR FIBERMESH MENTS Will OR FIBERMESH O.C.) H t° r a° a a z 31/2" MIN. 31/2"MIN. =1=1 I rI —y HURRICANE ANCHOR @ EACH aa ° a a ELEV. -0 -31/2'' =1 I-1 I-1 ��•=1 I �I I=� ° A.F.F.TRUSS (SEE UPLIFT SCHED.) W/ -.. A a-;1I 1 I I —I° 12 METAL PL. UNDER EA. TRUSS III=1 I=111=1 1=1 �I I =11 I� 11=11 I-1 1=1 I I I ° a ° ° a 2x4 CONT. Q a / _ _ _ r a I 4 a a 4 a ° N P o e �T 3(miP4- _ 9' 1/2"(min.)- 4r, (TYP.) VARIES MOISTURE BARRIER .I IrL��1 11 �111 11� I �1 ° I� ^ r ° • —ITri _�' 8 III _I j]�r] I I —III I II I I GARAGE DEPTH VARIES a 31/2"(min. - 4"-1� — � 31/2"(min.) - 4r'-a SHINGLE ROOF " — = a ° a o -1 , �_ _ Tf=j"�T_'�_ T�=1 fi 1T` — V__ — ME ROOF SHEATHING - SEE ° ° a 4 2 #5 CONT. - `1 I �I I ICI I1111 T T 2 #5 CONT. 111 TI I�� I INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () 4" 1'4" 8" () 417rlr 8rr FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MIN. SHEARWALL C TYPICAL BEARING WALL @STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 pcs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEET SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C CEILING & 8" O.C. WALLS 2x STUD 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 " 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) FILLED SOLID W/GROUT 1 x P.T. STUD PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N 10-0 (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90'HOOK (SEE DETAIL) PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ 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 Zx P.T. PLATE O.C. , I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#} (6) 1/4"1 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1NAILS SPACED EVENLY FIBERMESH w BOLTS 6" END OF 2 MAX FROM WWF OR FIBERMESH N ARCHITECTURAL w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR o „F I M v v 1x2 PT WD FURRING 24" O.C. FINISH TYP. '- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR I -I -I n @ ASSUMED FINISHED i _ u GRADE 40 MIN. F =40ksi � D 1/2" GYPSUM WALLBOARD GRADE r d e D ' z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy-- 60ksi] _ 1 —� m ° _ o 1 # V z — — p FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a U.N.O. () 5 ERT. IN FILL MONO OR STEMWALL ° o. I— _ g ��'( I I iTl ITI LTf CELLS (SEE FOOTING MONO SHOWN o - j77 - LU — n — III— �7 UU I L • • —III—III—r D °° 00 D ° —I I I —I — I I—_ -' R 1 7/8 L 1 — FOUNDATION PLAN FOR CLARITY _ _ _ _ 6 MIL VAPOR BARRIER — °n. " �— _ #5 REINFORCING BAR FOR LOCATIONS) p p o ° D I —III —III —III —III —III —I T _ 1 1x4 P.T. BASE NAILER p ° ° III=III=III=III=III=III= ? III • — #5 LAP SPLICE I- 4 x4 INSPECTION NOTE: ° pD o - —III—I I — I—III—� 1 2 _ MLLJ;:�,-I_ (2) #5 CONT. 1/4" BASEBOARD PORT AT EACH g (=III=III=III=III=III= ct — P ° _ = 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1- 34" 8" *FOR BEARING WALL —I r COMP. SOIL. (COMPACTED TO I �r� FILLED CELL TYPICAL = =I =I = = l : 95%MODIFIED PROCTOR ASTM 1 = - � 10" (TYP') W/ UPLIFT ONLY — — — r MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ _ —_ I— � � � 11= M AT GARAGE CONTRACTOR III=III=III=III=III=III=III=III=1 1=1 1=III=III=III=III=III I D1557) — I —I r I I —I —r I Try #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =1 1-III—I=1 I —I I—III=III—III=III=III=III=1=1 I=III-1 4" 1'-4" MUNICIPALITY. � TO CUT BLOCK OR POUR � �—I � �—I � I—III_-III=III=III=III=III-III � -III—� I � #6 LAP SPLICE CURB DUE TO SLOPE — — —I—I I— = TYPICAL INTERIOR BEARING CONCRETESLAB W/6X6 will0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" rr_ rr_ r_ rr "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 M1= I , o [ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FALSE BEAM w/ (3)° =1 = _ �7 31/2" WWF OR FIBERMESH Od NAI SOWN TO T USS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR —I I o 1 r z min.) 4" C a _ AT 24" O.C. MAX. FOR TRUSS a a CONNECTION INFO —� BARRIER c • �• 4 N v GRADE SEE PLAN FOR �' e COMP. SOIL. �I °O _ _ — — — — — — TOP OF BEAM % % & LAYOUT DESIGN a a — (COMPACTED TO 95% —I I I I 1 _ — — — — a —1 I I . I III —I i I —I - — — —a " v. a d _ rn T _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN _ _ I I MODIFIED PROCTOR S E N NCLOSURE - d r�„ M ASTM D1557 -I I11I I I= 11= 11=.� I I=rC—f�r�� (2) HTS20 FOR STRUCTURAL Nr Ey „ -I I_ I I III=1 I III ; .III- BEAM SIZE & CONNECTION INFO �, I d 4 11 (2) #5 REBAR CONT. 3 MIN. CLR. � 1 � � 11— 1' ON 3" CHAIRS TYP. -4" (1 STORY) STD. 90 HOOK (SEE MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 P T 2x 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �* g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE " 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS III S.G.D. M 0�-,_0„ J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . � .: e INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ a.`. a : -3 1/2" COLUMN TO PORCH SILL w/ 1/4"" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _E a . ',.A •' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z �; r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS c _ • • ^ '• • M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/DRYWALL SCREWS @ 8"O.. C INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _9 d MAT REINFORCING. A. ' ' ' '' CONT. FOOTING STEEL M _ _ M �� _• d— Jill PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN •� e.• : 4" �' oo -1I� •.. 'e.• (MIN. SHEAR 180# MIN. TENSION 120#) CONT. BEAD SEALANT �_ CONCRETE SLAB E = - M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 00 ? GRADE ___ = a a = a_= .` �� •• � -� �.. T :. I� '• I °Q 4" - 6 x 6 W1.4 x W1.4 i`I SIZE AND REINFORCEMENT) —III— I ° —III —III—I =1' III I — i ' �—T I��II .. I I- -, �• a r r z =—III— °• III III —III —III l :. •.' :` I I —I I '.a. .. ; . ' —I - _ °° WWF OR FIBERMESH `" CL w o o W w I11I I I1=III=1I z ri—ffi ,i -II1=1I :'�::' �I I I-1IF (� I=1 �, _ a — BRICK PAVERS or SLAB PER 00 = -III=1 �' `t- • ° a —_ —_ _ z < i� SEE A/S3 OR J/S6 111Tf IIT I _ ( SEE A/s3 OR J/S6 -1 II�1I I I 6 MIL VAPOR —_ — ,--1 — — _ _ _ _ 0'-0" FIN. FLR.A= COMMUNITY SPECS =1 =1 = — a = = 1= I—=Uj FOOTING III— III ,, I I I I r— 113" BARRIER _ I I-1Tf—I I 1=T 1T=1 I I r =11—I - III —III —III II,,II�II�h-II�h-II�I�I3I� _ — —III —III III —III— I- U III— BEYOND FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO, MIN. CLEARANCE _ I —� 11 I I r rr 1 (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) rr 1'-4 (1 STORY) IIII�� .;.�.�.�" _�...��.-�...�:•,�. ° PAD REINFORCEMENT IN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" (2 ST ( RY ) 4" 4" • °• tl:a SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH * SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS (*'J INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. r Cam, I� I� �, iy', •� 0 t. A 7 ,✓ o r < t ° L06 ESS1a tz. To the best of the Engineers 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. 9) /W Q h v E 00 ti O N 4t I' V 0 Lo 04 ON N 0:,J co C CC W J 'L �' N sk" M no°°o a �r- tia � W N O a. M LL, a J O Z L co V W N co K 0 � (1) Q Q Z a Z N M z I D 0 O U U - W ❑ ❑ ❑ U z N o o0 z z o J _ v1 z � � o W 0 N �N W o (6 r— rn U W J E S c � Q N m 4 o W M M J zZ O S < � a E E 8 zz N I Z- <� zo �a M OE N ra x� U aotz <o uc p ¢z M z Y o Z 0 >z J ¢ a zZ h >2 OZC < LL QU a rn w 3 w ao = rK- << Xo njCD CIDO wI~ z4 a F UO3 y0 = Ln L � m ^, W � 0 o L-0 CN Q Y U > O 0 m 0 0 r M o 2 lf) � r r LO E E N M 0 z E O E a IL U Q p JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. S3 (MONO)