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I I I I I I I I I I I I I I I I I I I 1 I I — — — — — — — — — — — — — — — — — — — — — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) 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 —J CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24' O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAilk ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/Hr 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION c.1 31/4" BASEBOARD PORT AT EACH LO 0 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR L, MIN PSI MAY VARY PER TO CUT BLOCK OR POUR � MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND � W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 - o MIL VAPOR — - I � _ Z T -06 9 _ BARRIER p �r 4 D; _ I_ N COMP. SOIL. o (COMPACTED TO 95% MODIFIED PROCTOR 1 �- 4 ASTM D1557) 4- 3" MIN. CLR. (2) #5 REBAR CONT. o ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE o U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 53 00 K W ML OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB \ PAVERS BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 -mil LIFT I I I 1 i 117 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-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 6x6W1.4xW1.4 r WWF OR FIBERMESH co ° �. .11 IF A 114=1 I I -I I r I 8„ 1 -.1--T . -, ..r, . 9 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: `FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N I I I 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 1 (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE 00 p p o ° D I —III —III —III —III —III � p D ° ° III=1 I I —III —III —III —III- z a ° III=III=III—III—III—III iv 7-11—I r FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° GRADE 00 _ _ _ _ • _ - _ _ • ° " • -Tr •lam-rtr rr- r- IE _ �T(1) #5 REBAR w/ OPT. TTT=TTf-iTi-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" --1 r-O.H.D. RECESS —III ; TIE H_�II � _ 00 .- SEE A/S3 OR J/S6LI 1 I �I , I Ii LI 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12' O.C. @FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR . @ 24" O.C.) 211 A.F.F. c� z ELEV. 4-3 1/2" -0' �31/2"MIN. A.F.F. b , p N D 00 31/2° TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH —� 5/8"O HIGH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2) 16d TOE NAILS @ EACH END .) /2" GYP. TYPE H @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. �1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE Zx P.T. BOTTOM PLATE 6x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH /WWF OR FIBERMESH �T 31/2"(min.)- 4" •" r it rrr�! �-rl °O tl. .15, 7 1 1 (2) #5 CONT. 4„ - 1-4-rrT r' ` 8,- U.N.O. MIN. TYPICAL BEARING WALL OCR STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eGs• -2x STUDS @ 16" O/C INSULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL 10 IMPSON SP1 w! (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MANUF. #3 OR #4 REINFORCING BAR — — �- .p Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi c ° t.. FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —III -1- 6 MIL VAPOR BARRIER - —111 I I o ° I I—IJ- I _,. —_ �° T TEL R 1 7/8 I I --I I TI 1=1 I I- 04 �I I—�—I I 1=111=T #5 R'EINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO III • ° ® - j -�-� 95% MODIFIED PROCTOR ASTM D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB Ol 1_ - CONT. BEAD SEALANT ° a a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 `I ' _=_El WWF OR FIBERMESH0? E = - I I=III= I I=_= M 6 MIL VAPOR = �'� =Tiff, = I IBARRIER =i-„ I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 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 t> w p can :III —III —III m 6 - co (2) #5 CONT. ON 3" CHAIRS 8" V41 (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL _T BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-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 r D '�-{�}'�'�—'' 0 III —II III�II F�—� T 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 i .1 in" nEneeo rnn VARIES a a 1A11 d tAn n J 2x4 #2 SYP P.T. FRAMING w/ =1 I , I , , 111=rf� I ,I SEE A/S3/J/S6 I MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE > SEE TYP. WALL SECTION FOR ADDITIONAL j w 6X6 P.T. #2 SYP SLAB INFORMATION. o J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. SIZE VARIES PER PLAN r� W/ MIN. (2) #5 VERTICALS 0 GRADE a FILLED SOLID (SEE PLAN FOR = 117-7:11_ = a a _ SIZE AND REINFORCEMENT) C7 1- I a a•= = = 1=1' Z J_ W �- W —III—I —III—I 1=1 I I —III W :I 1=1 11=1 1=1 1= z BRICK PAVERS or SLAB PER W p o _ -III— • • °• - - z co U-0" FIN. FLR,.� COMMUNITY SPECS to 1=1 -1 -1 =1 I I-1 - w -1 =1 1= — 00000: , ,.\000000\\o III 1=1 1=1 1=1 1=11 11=I 1=1 I- FOOTING II,; I�11111�111II�Iiiil�l ,�l III -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 UI v Z co _ o z�z a. U) z t/) (-4 cn +-+ W •V — 0 w o �Ln C6 m W E 3 Go))M ch N U M S 1 �S O o 0 "00 U o U) o_ o u7 0 v o ¢Al B DO N NC� N `_ O M �n N LU Z WM�Z � 2 I� Ir °? c w _Jn "o o ui W A °" w W w � z 0 �� N o � Z W a NAM q ti�,11i91i6�SdP��/�� ❑ ❑ ,,� 9�+EpsviQ CQMF ,•'� S f, - ""t Sr ` • 6 < To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 of �a J U¢o0 a z z� z UJIR' _ D w x ¢ J Q iiaOm J o zZ -J Q }o fZ �j Z � Z 'p 06 l0 z au 0 a (V M ¢ Q f o� 0zO a� I- � s :D fog < Nb Z¢Zi� W'L Q a�Lu �o 0 80 Z z N N 0 �ao�F W Ln z W Z �o Nau�cu ��z UyoS m O 00 ZJ Vl SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4 . 1 SHEET NO. S3