36478-36494 Camp Fire Ter - Laserfiche WebLink

Browse Search

v O Q LO N I 0 CD CV J r- L0 0 0 I cV 00 L0 0 0 I M i F- v v-, 0 Q co 9 0 rto co 0 I M i PS v ') 0 i v� 0/ v CL FE 0 W 0 L 0 J 0 9 v M cV 0 v 0 0 a �O v a v W 0 m v Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 ! CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR /8 GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ S.P.F. DOUBLE 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 (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" R302.11 -FOR UNDERLAYMENT INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24" ` ) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN.) @GARAGE SIDE IF ( @ ( z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR -PRE ENGINEERED WOOD APPLICABLE. d 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E _ 5/$ x 10 J BOLT 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10) 10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE - MOISTURE BARRIER O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° °. A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1,4 ATTACHMENTS �2„ �� 6 x 6 W1.4 x W1.4 -SHINGLE ROOF, SHINGLES TO a ° _ _ _ WWF OR FIBERMESH / WWF OR FIBERMESH II�--III-" -31/2" MIN. 31/2" MIN.BE IN ACCORDANCE W/ ASTM .- „ D7158-CLASS G or H, or ASTM T� I 1 ; • D3161-CLASS F, IN ACCORDANCE w/ TABLE I=�= =I 11=1 I =1 I I=1 I I—I1=1 I=1I1= —`=-(1 I T�I I I 11=1 1 Tl I lei T R905.2.6.1, FLORIDA BUILDING I -1 II_I„ ITI� I II Ir�� LI CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2xSUB FASCIA -SEE STRUCTURAL 2 SOFFIT SHEET SS 8"&'X16" KNOCK -OUT LOAD BEARING OR BLOCK W/ 1#5 CONT. EXTERIOR WALL FILLED SOLID W/GROUT -8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. TYPE "S" MORTAR (IF NO UP LIFT ON -ARCHITECTURAL WALL SEE GG/S3) FINISH *SIMPSON SP1 w/ (10) 10d NAILS TYP. 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD *L U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ro AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W NOTE:EXTEND TIBERMES WWF OR 'FIBERMESH" _� DECO FINISH 4" to 6" BELOW GRADE c E - ' CV ' °p - z 00 D W 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95%- MODIFIED PROCTOR -I I 11 I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-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-N MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x4 CONT. A.F.F. p ° ° -�-►=- I ° ' ° "TTl _ —I I I�I-1T� 3112 (min. - 4 ��l �q T I I I I ITI 11= 31/2 (min.)GARAGE DEPTH VARIES 312"(min.)- 4" 1 1 I=T - -� II 31/2 ( II - _ _ _ I� —111=1 I I I I=11 I fil I I I I I'' - =T III I Tf=1 I=1I I- I ITI=1 I I I'' T— -11 r,1Tf—,,l l ll l ,;III-'— - TTI III I,;,I I ; IT(—' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4" N. GG GARAGE SLAB AT STEP rB'� TYPICAL BEARING WALL STEP MI SHEARWALLrc TYPICAL BEARING WALL STEPrc C S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL T0 C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 4 ' �r GRADE 00 - - - a • _ - _ - (1) #5 REBAR w/ OPT. T=1 _-�111=) L= I I= 1=11[= 1=SCrRE�N _ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" O.H.D. RECESS d Z O.H.D. RECESS 41 `4-� I1;d; RT1 tr4' '" _ —I I a .�+ .�: ��': 1111111' •'ill I •�.' :. III SEE A/S3 OR J/S6'I! I I I! �11 1I 191. , I I, I IIiI= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 III I I ICI I I I I I I II r FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. G0N' 0 10 SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) tf/LAYERS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY° FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 W/ TOTAL THICKNESS 7/8" OVER xN%M 's / 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH , WEEP SCREED INSTALLED BAR —� .E PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE ° . D N �-- �--- A '- o D co — — — a \ D. FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN, LAP] 6 MIL VAPOR BARRIER - I ° ° 1 =I 1= O° = T - I �, R 1 7/8" T 1111 D : �-•-I �I�III i II I 11 T 45 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I -• ° "'- 95% MODIFIED PROCTOR ASTMI—III—T- D1557) 4" V-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•_01 J CONT. BEAD SEALA� q a a' •. e Q INTERIOR d. a -3d r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE E_ _ - - `�' II=III= co 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 9 E 6x6W1.4xW1.4 % ' r WWF OR FIBERMESH--I� M K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE 0 D U U) g I—III=III—III � " . l 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N,T.S, S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR " x TOP OF BEAM - &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO (2) #5 CONT. =11 ON 3" CHAIRS (TYP.) 8" V-4" 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 WWF OR FIBERMESH ; .E 4 III III=III—III—' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 i i /<1 ncl+COo cllr'h VARIES G — G IAN A — IAN A . , ill • III= P LaTE 2x4 #2 SYP P.T. FRAMING w/ 7i,6 MIN 7/16" O.S.B. SHEATHING fi " 8" S. SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMNLOCATION § SEE TYP. WALL SECTION FOR ADDITIONAL 6Q w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE I COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ETRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD 9,%. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. w SIZE VARIES PER PLAN Cl, j w/ MIN. (2) #5 VERTICALS ? GRADE w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0LU • o w z= = w U)�aw� z IL BRICK PAVERS or SLAB PER 00 "' _ • • • • z a COMMUNITY SPECS " � 0'-0" FIN. FLR. w --- - - --- FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE :.•'� '.y ;� ', SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ,•. CONC. PAD INFO. ' SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = V-0" SCALE: N.T.S. S3 ter' C= coal c� v Qn = MQ LA.. , gy .T E r M O N 0 o E� r' t _ 7 F F1: C) F= �t�;rdtl¢8�:31a 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 Engineer's signature and seal. W v E10 C11 0 M °� N (N t ' a) K% J 0 Cp N i} � 0 LL N v) ° a Q MLL wa t7 z5o Z o � m v o;D 13 � o Co Lij W °°�d�'°' c/J r z _ o x aILZ � N z < ow VZ O U ❑❑❑ M z N M o z Q Q E3 N M Ln z 0 a--J U O L.0 o N � w U) U� zed'•• E _..> = L C) o N c 63 ®® <C Y o w C1-1 J o� m z z � c E Q CT3 �o oo z <R o a � �o q E O o¢ �Z (a 0 wora �w z¢ '0 6 = 2 U O H z < 15 � w 2z 51; man T O� aZ N W o j O >� c v 2 z zI < o O Cn CD >� T 7 U co Ca -� NC'j ^� i N CO LMn N N a E r 00 m U N i--- O Ln M M LO CV p rn N M QCU c6 T- � ,- N C7 o Z T— c`o E 43 U c IL Q p -j JOB NO: 23-03667-03672 SCALE : AS NOTED SHEET NO. S3 (MONO)