Loading...
HomeMy WebLinkAbout231 Clydesdale Cir 04-157 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 -.-. CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER .MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # V� 1 DATE PERMIT DESCRIPTION PERMIT VALUATION_ A)R SQUARE FOOTAGE Ok-\Est) t7 ty t� cn cn I ry H t p? r„ , si k , F F y t z .fi i C , a ,i r s' E, , K DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY-- RESIDENTIAL - GROUP R • CONSTRUCTIO:N TYPE - vi • 1-STORY RESIDENCE: BLDG HGT 19' -9" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF .CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTING�S. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. 'REINFORCING BARS SHALL (CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 POF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE ' 1.0PSF DEAD FLOORS @ NON —SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 10P,SF DEAD DECKS-40PSF LIVE 1OPSF IOEAD STAIRS-40PSF LIVE 1OPSF D)EAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M[/S)= 120 D. INTERNAL PRESSURE CO—EIF'FICENT=+ .18 E. BUILDING CATEGORY=B, USIE IMPORTANCN' FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #2 , SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER -SPF."(ALL .LUMBER,,EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOLOR A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 1B LINTEL SCHEDUILE PG 1C WIND LOAD CAL(CULATIONS PG 2 1ST FLOOR PLAIN PG 31) ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F"` PG 3G ELEVATION "G" PG 41) TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPTIONAL COVERED PORCH 4PLANS REVIEWEI www. drhorton. com CBC055300 6250 Hazeltine National give Orlando, FL.""'`32822 Tel (407) 857779101 Fax:. (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT#65 PH#2 DATE: 9/26/03 SCAT : 1/4101'-0' SHEET C l o3F 5 A 4 L k I I�; 1" s� d I` 9 3 9. r, J f, L 1; s 0 ---- ---------------------- TT EXTEND I SLAB 11/2 I i � I ■ DI I I \ -3 1LU /2 ■ ■ 4 4'-10" —�9 IF I I m I I I 3 1/2" �24"X24"X12" CONC. GrONC. PAD SLAB W/((3)#5'S E.W. CAN CHAIRS MIN. 3" COVER (3)TYP. I � I 20'-2" Az -�J GENTR1LELE W® OUNDATION ■ 3MM minhOw ■ ■ 3'- 4" 1 5A I� 3 1/2" n D1 GONG- 3 1/2 0 SLAB — — — EXTEND 10 SLAB 1 1/2" I B. pl 0'-0" ELEV. i 3 1/2" CON(. REINFORCED FIN. GONG. SLAB 6, W/6"Xe," 010/10 WWM ON (o-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, (RECRUIT = SYSTEM) X IL WC. OPT- � w LAV. LAV. I• \I I TUB I m -- L—J 3'-I" 2'-8" Risrol 14'-2" Ip w ■ ■ II Io 4 L- A�J CHASE r� 11 ■ ■ I - II W, /oLAND FSI a HWR/7I— r- `4 II PL -IJ 1 co I i r II IRANC;E 3 1/2° I D1 N — OONC. SLABair �4° P.V.G. I 41-41111 WH. IN m co _ 3 _ o OPT. SAFETY PAN N �' D1 I� OFT. I I OPT. I ■ Lu II I I fA •Q - - 0'-0" ELEV. 0 4 (O- N Q �U FIN. CONC. SLAB 0� U N - � ILl 0 D � LU �Q� I W� I ■ lu U 10 ■ 19'-4" 'n 8"- 4" 4'-(0" 211 U cX� 15'-0" EXTE D 8 GURB WALL SLAB 1 1/2" 8 I1 I I Q) D1 I -3 1/2 N.B. pl D1 -41/2" J ut 31/2" L - ■ J ■ CONC. —— ■ J ■ ■ SLAB cn ■ ■ ■ ■ � '-0" 40'-0" 0 m I 0\0 I BAKERS CROSSING LOT#65 PH#2 MODEL. 991965- L99 F.S./B.C. 99_ 499 FO UND ATIO T PLAN DATE: 9/26/03 s c ALE: Al -11-01 SHEET 1 or 5 I 1 r 3 3-1'-0" 2-1'-8° 23'-8" 19' - 8" 1E''-6" II'-8° 5'-g1 I - I 1 N I N N ■ ■ I M W I N N I m m y- m ■ c� � m b- _ c� I �n _ c0 �r I I -� - 1 ---� 1POWELL PLAN ;1 r r DOWEL PLAN ELEV. 99F99 ONLY BAKERS CROSSIN< ILOT#65 PH#2 MODEL: 991965- L99 F.S./B.C. 99— 4" DOWEL PLAN DATE: 9/26/03 scAT Alml'-V SHEET IAOF 5 I EI' d " E g `t. 1 f 9 F Ij r;- SI a �'c 3ft a y i. BAKERS CROSSING ILOT#65 PH#2 MODEL: 1965— L" F.S./B.C. 9' — 4" LINTEL SCHEDULE DATE: 9/26/03 SC AT: V4101'-0' SHEET I B of 5 -c t E tr E. r, f �f .r, �r ink I i �r 41" _F B b i r BAKERS CROSSING LOT#65 PH#2 MODEL: 991965-L" F.S./B.C. 9 9 — 4" WIND LO AD CALCULATIONS DATE: 9 /2 6 /0 3 SCAT: V4' ■ 1'-0' SHEET i C OF 5 r A1, { E: v I� c 4 tf 1 �1 I� !4 ; �1 ' 1 3 a ; ARCH Ga-) 1KIr1'CHEN ARCH P FAMILY RM. 5 1 —2 11 9 25-SH 21-411 131-10,1 401 — 0II 11' - 4" 25-SH T EGRESS 14'-4' PATIO 9'-0" X (0'-0" 3'-411 2 5A I= it co BDRM. 4 BDRM.#3 I I (CARPET) J (CARPET) — — — — — ' ,y FAMILY ROOM �6 (CARPET) V 2' 3" 11 / 11 �' 12'-9" cv N _ II 2 1 -5 /J� v 8-1011 31_111 = 141-211 m I- BF. _ c� (p r, jj HC.ACC. 4/2 "A/F�.F. 11J QQ ,77 FJ'-1111 V' 2'-911 I_4�% —SH 5'—'511 `�'-011 = BDRM. 2 BAT OPT. CTILE) LAY. N U �- `n (CARPET) u co I ' I� U i I �o LINE— -— m — — — — —TILE — - ----------- OPT. INSULATION I IR-ISH u T.. ARCH OPENING C l ART PFO�'I�R NICHE Mo OP COAT CLOSE �' P FOYER FLOOR PLAN J OPT.ROUNDED CORNER 5M. OPT. I — — — — — — — — — — I I- �J ARCH OPENING z I W.I.C. �- F>O .CH � a N �,/ c pi I `�' I �i �� NOOK I^ N DOORS - Lu (TILE) 121-011 arn11 QI— II 21-211 I 14'-4' u1 K/ �1 = KITCHEN r MC @ I (41-0") 31-111 o OWNER'S -° �--- -- SUITE - u m OPT. z ATH l-411 CLG. gcARPE — 0_ "CLG Q� f SLAND (TILE) Q , 42 "A.F.F. `v = I—_ N ca 85,A.F.F. d) Q _ m I p r ' RANGE L J II 1011 21_411 411 21 11 DINING xz 3 a ROOM A (CARPET) 14'-4° 51_411-,0 3'-0" II'-0" 22 X�✓" —I I OPT. I I OPT_ ATTIC I I D. _II W. _— W/ OPTIONAL i PULL DN. STAIRS ��,' — ART NICHE 00 .�. LIVING N00 ROOM GARAGE THIS WALL NOT Do, 4-0 BF. 9'-4" CLG. LOAD BRG. m FOYER I 9'-4' CLG. ELEV. IIFII 9'_4° CLG. I (CARPET) 00 LINE OF CLG. ELEV. D, E, F (TI E) /47 � �_ `^' LINE OF CLG. ELEV. D, F CLG. M � ELEV. D, E, F --- ---------------- ENTRY H.B. W/1'-0" I1 VAULTED CLG ELEV. D, F ONLY 16'-0" X 1'-0" O.H. SIDELIGHT � --�—---------- ELEVATION "D4E11 50"X36 "X30" TRANS. ABV. ELEVATION "F" 50"X4211X18" TRANS. ABV. ELEVATION "G" 54"XI(o" TRANS. ABV. -00" 2'-(o 2'-G" 9'—V'1 51-411 20' -011 401 — 011 71 fil ELEVATION I'D" 35-SH W/ 54"X27 "X19" TRANS. ABV. ELEVATION "E" 3(o -SH W/ 5411X16"X9" TRANS. ABV. ELEVATION 'IF" (2) 25-6H W/ HALF RND. ABV. ELEVATION "G" (2) 26-SH ( —MT - - - - - - - - - - - - - - - - - — ENTRY= VAULTED CLG ELEV. D, F ONLY SIDELIGHTT C2)-25-SH W/l/2 ROUND ABV. 4'-41' FLOOR PLAN ELEV."F"ONLY MT. W/11-011 SIDELIGNT — � ENTRY �r 4' _ 0" 2 II I 4'-101' (o X (o POST (3) TYP. — ENTI � I I N (2) 3-0 Q ,n BI-FOLD'S 21 4" I m OIPT® PANTRY a2t� EXTERIOR MASONRY WALL BRG. HEIGHTS 9'-4" WALL 5RG. LIVING ROOM 9' - 411 CLG. (CARPET) (2) 25-SH 10' — 011 15'-011 20'-211 J ELEV. 55G99 25-SN Q CQ I� � N I �n MEDIA RM I 11 2'-411 I I I L(� I rq-�Ol T. MEllI:1_ ROOM SQ.FT. ALIC®9S L IVINe eARAeE ENTR)" PATIO 19r.1 412 22 54 50. 50. SCE. 50. FT. FT, FT. FT. TOTAL 2455 50. FT. b\oz I f� BAKERS CROSSING LOT#65 PH#2 MODEL: 991965- L99 F.S./B.C. 9 9 — 4" FLOOR PLAN DATE: 9/ 2 6/ 0 3 SCAT: V4101-0' SHEET 2 OF 5 9'-4" 5RG. I'=Oil / �t O'-O" FIN. FLR-4, 4° KEY DETAIL '-9" BLDG. HGT. 9'-4" BRG. O'-O" FIN. FLR. AH■ 11,A- 5" RAD. STUCCO BAND GARAGE 9'-4" I 2.5/12 VAULT L INE 19'-9" BLDG. HGT. 14'-O" BRG. _ IS" DECO. SHUTTER TEXTURED FINISH ,�,O'-O" FIN. FLR. 121-0" SILL DETAIL _ TEXTURED FINISH O'-O" FIN. tl Gr 741 T E L E V7tT TO TEXTURED FINISH REAR ELEVATION OFF -RIDGE VENT _ 5 �-- � 5A O'-O" FIN. FLR. 1 ��� 1�� " -1) rEl \ I OFF -RIDGE VENT 19'-9" 5LDG. HGT. 1 19'-9" BLDG. HGT. 1 9'-4" 5RG a —I O'-O" FIN. FLR. BAKERS CROSSING OT#65 PH#2 MODEL: 1965- L" F.S./B.C. 9' — 4') ELEVATION >> F" rDAT.-.9/26/03 SCAT: 1/4'■1'-m' SHEET 3 F OF 5 9 999991 HEADER SFAN cHART SINGLE STOR'r AFFLICATION SIZE CLEAR SPAN DBL 2X6 D5L 2X8 DBL 2X10 DBL 2X12 UP TO 5'-4" 5'-4" TO 7'-0" 7'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLIGATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X6 D13L 2X8 D5L 2X10 DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER 4X4 POST=(2)2X4'S NAILED WITH 12d 6"-8" O.C. STAGGERED 4X6 PO5T=(3)2X4'5 NAILED WITH 126 6"-8" O.G. STAGGERED (2)HETA-16 BG MHETA- Iro J 6 5A DBL. TOP PLATE D 16 " O.C. 5. INISH 6 ,LL T KNEE WALL DETAIL -ENCx'D GAf5LE LEDGER I UPRIGHT O CRICKET DETAIL TRUSS PLAN * CONNECTORS TO 13E 51MPSON U.N.O. * TRUSS TO BLK META-1(o W/12-106Xl 1/2 TRUSS TO WOOD MT5-12 W/14-10c1X1 1/2 BAKERS CROSSING LOT#65 PH#2 MODEL: 991965- L99 F.S./B.C. 9)- 499 TRUSS PLAN )) F)) ACCUSPAN r�� DATE: 9/26/03 S C ALR•: V4' • 1'-0' SHEET 4F or 5 W. t, �a I t, I£ 7t' I f, 1-` s t� I w o. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV OUTLET I/2 OF OUTLET (��jL-Jj■ IImY OUTLET WIRED TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GFI INTERUPTER f f ( n I n off/ 220V OUTLET EXTERIOR FAULT GFI WATERPROOF INTERUD INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. (�4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT l VAPOR PROOF `OJVp LIGHT 1-1 RECESSED `�J CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFP'I PER W/LIGHT SQ. FT. u () 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENT R4P AROUND L IGHT 1� 2' FLOURECENT — — — — 4' FLOURECENT ® PANEL METER SMOKE 13ATT. BACK-UP O W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV. TELEVISION JACK CEILING BOX REQUIRED TO CEILING BE SUPPORTED FAN/L IGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT EG INTERCOM SPEAKER 5A 1 WP. - - GF I 9IHE — I I BDRM. 4 FAMILY ROOM OPT. - �(�PRE-WIRE j RE -WIRE j ��. „ GLG. FAN '� '� LG. FAN— BDRM. #3 PRE -WIRE ' -' I CLG. FANo TV. BATH � PRE -WIRE CLG- FANG! I \.10 -fl- r-----------� NOOK BDRM.#2 I W.I.C. I SEC. SYS. J�- 3 /(O1 PRE -WIRE CLG- FAN '� I _ _ _ _ o \BATH — I OWNER'S // � � �/ KITCHEN SUITE =jFzzl CIF f< H. WH PANEL \ � 44" A.F.F. - -- WH. IN AFETY PAN - WALL MOUNTED LIGHT ROOM 4 SWITCH IN ATTIC r - - r - - F-----7 - ,,— IOPT. IOPT. I - D. W. II I L----�J / L -JL -J 00, 00 000 00 GARAGE // CLG. FAN00 METER _ FEILD // >: VERIFY \ / LOCATION CLG. OUTLET-- �1 WP. I CzFI //� Q -------------------- ' PB FOR CHIMES i lHj'LPj'UT1NluAL PLAA LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED 'aHOI" IEOWNER PRECONSTRUCTION MEETING NOTE: ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP 1DEDICATED LAUNDRY CIRCUIT. 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN DISC. LAY. I SERVICE BY POWER CO. 4/0 ALU. CABLE TYP. A/C 200 AMP DISC. INSIDE PANEL 012 COPPER TO LICzHTS 4 OUTLETS im 1110 COPPER TO WATER HEATER #8 COPPER TO RANGE 414 COPPER TO 5/S" C-;ROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELEr,TrzIrAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W,/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. -V VT P � ,f11 _KIT. PLUMBING RISER DIAGRAM _j �01''T. PANTRY TO MAIN SEWER "—v U i MEDIA RM/,-"' I %PRE-WIF, E II CLG. FAN S.D. OPT® MEDIA ROOM BAKERS CROSSING LOT#65 PH#2 99 MODEL 1965- L99 F.S./B.C. W-4" ELECTRICAL PLAN DATE: 9 /2 6 / 0 3 SC AT: 1/4101'-01 SHEET 5 or 5 24"X24"X12" CONC. PAD W/3-#5 BARS E.W. CON CHAIRS) MIN. 3" COVER C2 TYPJ D FOUNDATION PLAN �) REAR ELEVATION O LEFT RIGHT 51M. ELEVATION PRECA5T �t COV. PORCH u) U cLrl v 0060 FLOOR PLAN 0) LINTELSCHEDULESCHEDULE n OPT® Co TRUSS PLAN ACCUSPAN 4CONNECTOR5 TO BE SIMPSON U.N.O. -TRUSS HANCER5 TO BE SUPPLIED 4 ENGT). BY TRUSS CO. ,,TRUSS TO BLit META-IG W/ (12) 106XI-1/2 -TRUSS TO WOOD MTS -12 W/ (14) 10dXl -1/2 PORCH 6 OPT® C. PORCH TRUSS PLAN C.C.A. *CONNECTOR5 TO BE 51MPSON U.N.O. -TRUSS HANGERS TO BE SUPPLIED 4 ENG'D. BY TRU55 CO. -TRU55 TO 5LK META-1(o W/ (12) 10dXI-1/2 *TRUSS TO WOOD MT5-12 W/ (14) lOdXI-1/2 :: 4 AS►T- RfTle LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L lm 9'-4" SFIro-05/1T OPT. COV, PORCH L it 14'-8" SFI�-05/1T OPT. COY. PORCH L 12 9'-4" 8F1(o-05AT OPT. COV. PORCH ,�,, LLEC'1'PICAL PLAN BAKERS CROSSIN( ILOT#65 PH#2 MODEL: F.S./B.C. W-4" OPT COVERD PORCH rDATE:9/26/03 s c Ai.E: V4' ■ I'-m' SHEET 5 A OF 5 b q;, I �S. y}�f Y a x4 F 1 z: m F,. r ii 3.; S r 6P-4 I6O_C./EA. STUD 2X4 DBL �� TOP PLATE 2X4 MID -WALL 2X4 MID-UJALL MIN. 6" EMBEDMENT 1/2" X 9" BLKG ANCHOR BOLTS AT 3' O.G. BLKG 2" ABV. GONG. 6"X6" 1*10 W.W.M_ #5 RE SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID-ILUALL 1/2" X 9" A.B. 32" O.C. PSI EPDXY 25" MIN. ABV. EMBEDMENT BLKG ro" EMBEDMENT 2X4 STUD 2X4 STUD z SLAB/6" MIN. EMBEDMENT fro" O.G. MAX. I(o" O.C. MAX. `4 6"X6° #10 W.W.M. II 6°x6° #10 W.W.M. �T ATE 2X4 F.T. BT PLATE SP-4 l�" O.C./EA. STUD 2X4 P.T. BT PLATE SP-4 16" O.C./EA. STUD---- , o ° (2) CONT. 05 REBARS 1 4. l}� CONC. SLAB �� I I �, Q GONG. SLAB �� 1 _8 �„ Q GONG. SLAB m 1i _4 2-#5'S ON CHAIRS 0 2 #5's CONT. 11-011 - 3 #5's CONT. 2 #5 s CONT. 1 _0 ,}� ,� U TYP. RETROFIT FOR ALL m = m TYP. WALL SECTION OMITTED FOUNDATION DOWELS `� WOOD FRAI„IE FOOTING 1 INTE�'IOR BEARING WALL INTERIOR BEARING WALL INTERIOR BEARING WALL/NO UPLIFT � BLK. SINGLE STORY 2 _ cJ-rOR2 8 3 1/2" a HEAD OF GARAGE 3 1/2" � HEAD OF GARAGE _#5 DOWEL BAR(ONE SIDE /05 DOWEL BARS #5 pOWEL BARS OVARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 5/8 "Z DIM VARIES 9" ANCHOR BOLTS AT 3'O.C. 1 5/5" cuf B II 6 "x6" #10 W.W.M. 7 5/8" CURB II 6 °x6" #10 W.W.M. CURB II 6 °x6 ° 010 W.W.M. 9 ANCHOR BOLTS AT 3 O.G. MIN 6" EMBEDMENT \� MIN 6 " ONLY I EMBEDMENT UPLIFT ON WALL 6 "X6 " #10 W.W.M. EXTEND 1 1/2 m 6"x6° 010 W.W.M. 1� RECESS a' o II co o II 4' 2-#5'5 ON CHAIRS C3-5'5 W/2-STORY) n o _� 0 b � SINGLE 2-#5'S O CHAIRS - 4 = m STORY (3 5 S W/2 STORYJ S" INGLE' g m I'-8" 3 #5'S ON CHAIRS 1 _0 2 #5'5 ON CHAIRS TWO TWO GARAGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP STORY STORY THICKEN EDGE GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB fNSIDE FTG. AT GARAGE STEP-UP 2-STORY BEARING WALL 8 �A 1-STORY BEARING WALL DOOR RECESS GONG, SLAB OVER GLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" CMU Q L, �? MIL. V16. VAPOR R) _- J TOP CORD BLOCKING AT 4 CHAIRS (MIN. 3" COVE Z 6"X6" #10 W.W.M.O.C. MAX. IN FIRST 2 FRAMING 4 GARAGE SLAB — SPACES AT EACH END. GRADE b SLIDING DOOR TRACK - ° i `� ``� I RAFTER OR TRUSS SLOPE CONC. Nt co ROOF SHEATHING = m I 21.01I � TO PRONT((/4"-1/2") CURB WALL 8 GONG. DRIVEWAY -� ROOF SHEATHING LAYOUT � 0 0 o AND ENDWALL BRAGINC,- q — , 1 1/2" e GARAGE 3 #5's CONT. FOR GABLE END FRAMING 9 1/2° BEYOUND 1' S, 3" MIN. COVER z q 24"X24" EXT. PAD SLAB AT SL. GLASS POOR GARAGE DOOR v v �� 11 OPENING 2-STORY FOOTING � BUILDING LENGTH #I8d GUN NAILS @4" O.C. #86 GUN NAILS II II II TOP 4 BOTTOM EDGES �' O.G. IN FIELD N , • II II II LU n n •� ` POURED LENTIL TO BE II II II OUTSIDE BAR � � ; ; � � _` u_t o GONT. (TYP) #5 REBAR II II 2X WALL FRAMING — — — — — �I II II CONTINUOUS z Q z z o (3) 1/2"X8" ANCHOR BOLTS z 8" CMU FILLED or (3) 1/2"X8" J-BOLTS = _ _ — — =J z -�4 CELL (TYP.) _,-----MIN. 6" EMBEDMENT � � '� U P W/ 2 X2 XI/8 WASHER AND -6 O = TYP=. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP ATTACHMENT FOR ROOF SHEATHINGBLOCK WALL CONNECTION FLOOR TO BOND REAM. SET TYP. REBAR LAP A IN JOINTS PRIOR TO FILLING_ GO HERS @ NOTE: (SLEEVEDANCHOR IN SOLID R WHEN GLUED TO ROOF Il IE1" IBER POUR ACCEPTABLE RETROFIT) 2-#5'5 REBAR a 1 STORY � " " 3-#5's REBAR •w 2 STORY �A�A� DOOR f N�O�MAT f 01�1 � -8l � EDGES � �� -12 IN FEILD T` f=. EXTEfi�IOR SHEATHING ATTACI-I1�I NT POURED LENTIL FOR SHEAR AND UPLIFT O' CONT. (TYP) ( O.S.B. TO BE STRUCTURAL GRADE CONNECTORS FROM PLATE TO STUD TO PLATE SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS GROUTED Z PR:E-CAST HDR. 2X6 GARAGE DOOR BUCK W/ B©ND BEAM (3) 1/2 "XS" ANCHOR BOLTS TIIE TO HOiRZ. BARS } o` ''o� or (3) 1/2"XV J-BOLTS MIN. EMBEDMENT O 6 EMBEDMENT MIN- U 8" CMU FILLED W/ 2 "X2 "X1/8 WASHER AND NUT SPACED EVENLY FROM #8d GUN NAILS e NORZ. REINFORCING VERT. REINF. DELL (TYP•) FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD �o HOOK IN GROUTED IN JOINTS PRIOR TO FILLING. CELL 1-2X(o PT BLOCK e CENTER OF LU DOOR HEADER W/0) (1) 1/2 "X8" ANCHOR BOLTS z U CLEANOUT REO'D or (1) 1/2"X8" J-BOLTS z O . ,0 4EMBEDMENT � = FOR GROUT L [FT 6" 5 FT. UNLESS W/ 2"X2"X1/8 WASHER AND NUT HORZ. REINFOiRCING Z (L/ FOOTING DWL 15 (° 1-400K y u NOT REQ'D. TYP. FLOOD DECKING HORIZONTAL/VERTfIGAL REINFORCING cn O ATTACHMENT TO FLOOR JOIST U EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST BAKERS ".4.#ROSSINC LOT#65 PH#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 9/25/03 SC AT: V414-0' SHEET DI OF' 4 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND Q CHASE GROVES,WAVERLEE WOODS CHASE GROVE S,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB -BAND � FEILD STREAM FIRST TWO BAYS LAKE KEHOE,GYPRESS HEAP 2X6 SUB -BAND a 2Xro SUB -BAND � METAL LATH ALOMA WOODS LAKE KEHOE,GYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4'-0' O.C. MAX ALOMA WOODS - PROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA ZOVER #15 FELT OVER -f/16" OSB OR 1/8" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE — -f/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION F15ERGLA55 SHINGLES _ R-19 INSULATION OR I/2" PLY. W/ 15# FELT 1/16" OSB. SHEATHING ON #15 FELT OVER ' OR l/2" PLY.QP61�MpUnw3/4' T 4 G PLYWOOD 2X4(GONTJ 1/16 OSB. SHEATHING SEE TRU55 TO BE GLUED HURRICANE STRAPS (SEE TRUSS PLAN METAL DRIP EDGE OR PROPER G ' ROOF CUSSES ' 4 NAILED FOR CONNECTOR) 1/2" CLG.BOARD . OARD T TEXT. 2X4 SPF STIFFBACK AT BRACING A D I EDGE 2X4 DOUBLE PLATE (TYPJ ALL UPRIGHTS OVER 4'-10" EMBEDDED METAL DRIF O (I)S CONT. LINTEL STRAP ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/8" TEXTURED FINISH 8" LINTEL BLOCK LOK FILLED 1/2' DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./SEEN FOR DES. WOOD BASE (TYPJ -1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED PRE -CAST LINTEL 1/8"TEXTURED FINISH ON 3/4' T 4 G PLYWOOD OR 1/2' PLY �- FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 1/1ro" OSB SHEATHING OR 1/2" PLY. SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4' FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) 1/2" CLG. BOARD TEXT. TWO STO�� SEE FRAME PLANS TO DBL TOP PLATE W/ PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.)to(1/*5 CONT. OR MSTA-24 24" O.G. MAX SEE TRUSS PLAN all CMU R-4.2 INSULATION FOR HDR SIZE HETA-16 1X2 FURRING STRIPS �� BAND D E TA I L IX2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" W_u SEE FLR./SEEN FOR DES. SILL WOOD BASE 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) X x PRE -CAST LINTEL OR 1FELFLY. T BARRIER QL1 ALUM. WINDOW PRE -FAB TRUSS FLOOR JOIST/ Z " " # SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. — '- 6 X6 10 W.W.M. SEE FLRJELEV FOR DES. SEE FRAME PLANS OR FIBER MESH S}=-4 32 O.C. STUD 2X4 DBL. TOP PLATE o REINFORCEMENT _ FOR JOIST TYPE PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-Iro 32 0. C. MAX 1/2 CLG. BOARD 4 TEXT .. I/2" DRI-UJALL COMPACT,TERMITE TREATED O (1,*5 CONT. lY SOIL OVER ro MIL VS. VAPOR 2X4 WOOD STUDS } 1 _4\_2 #5 CONT. 8" CMU # 8" LINTEL(BIL��pK) 1X2 FURRING STRIPS 2X4 CONT. STRESS �1�" O.C. O � O _ _ BARRIER,W/6Xro 10 WWM BL.OGKING MID -WALL TEXTURED FINISH 1/4 —I H /F I ° ° 1/2 DRYWALL WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE Q c0x 1XI 5F-4 32" O.C. a STUD 1/2 "X9" A.B. 32" O.C. cJ z SEE FLR./EIALUM. FOR DES. WINDOW (WHEN UPLIFT) roll EMBEDMENT EV TYP. WALL 5ECT�ION � u SILL ° O O WOOD BASE CTYPJ CONC. SLABQ) BL< I - ST�CFY 6 X6 # 10 W.W.M. PRE -CAST SILL CONC. SLAB 411 4 3 #5's CONTLu OR FIBER MESH 2 #S s CONT. RE INFORCEMENT 1' - 4" n 1 _8 allGMU ro MIL VIS 1-ST-Of;PY 0 N = 0 VAPOR BARRIER TEXTURED FINISH I/4° INT-ERIOR BEARING WALL T YF=. WALL 5ECT�ION w = NOpEO 1 ORT NSTALL CC WALLS ASPHALLOAT ONLY ASPHALT SHINGLES OVER U #15 FELT ON 1/16" O.S.B. 2 2"X4" BLOCKING - SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORY 4'-0" O.C. MAX U 6"Xro" #10 W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE O O OR FIBER MESH 2X4 SUB -BAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS ' FEILD Z STREAM FOR PROPER w 2Xro SUB -BAND e (SEE TRUSS PLAN) N 0 T O # LAKE KEHOE,CYPRESS HEAD BRACING C3) 5 s CO1NT. W�u RAPPEDOALDUM FINISHED FASCIA /ROOF TRUSSES DBL. TOP PLATE U nu I/2" DRY WALL 24 O.C. CRIPPLE STUDS FIRST FLOOR BLOCK ENG. GABLE TRUSS R-19 INSULATION -1/lro" O.S. 2X4 SPF STIFFBACK AT SECOND FLOOR FRAME 2X4 Iro" O.C. MAX ALL UPRIGHTS OVER 4'-10" I (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) -I/8" TEXTURED FINISH OVER 150 FELT OVER 1/2' CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING " 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE 2 X4 NAILER Ir ON GALV'D META 1/2" X 9" A.B W/ OR 1/2" PLY. SP-4 32" O.G. 1@ STUD LATH OVE TYVE ''•' MIN. roll EMBEDMENT (2) LAYEI Z6 -f/16 2X4 DBL. TOP PLATE O.S.B.SEGURE EA, LAYER __ H1DR. STUDCS)/JACKCS) I/2 ° DR1'IUALL OF #15 FEL y. 2x4 P.T. PLATE W/ ° W/2 8d,s 8 -12 O.C. 32" O.C. MAX ER 1/2 "X9" ANCHOR BOLTS MAX. 2X4 WOOF-) STUDS #5 REBAR CONT. MIN. roll EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS /�1(0" O.C. %• ';�.' W/2" DIA. AT 32" 0. G. 32" O.C.MAX STUD TO HDR. SECURE TRUSS TO 2X6 W/ KING STUD(S) 5P-4 BLOCKING MID -WALL B TOP 4 OTTOM) 12d v roll -all GONG. FILLED LINTEL 3/4 TG SUBFLOOR' .� PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROD GLUED 4 NAILED y' 4" 0. C. 1�D EDGE 6 O. C. IN FEILD all cMu FLR. JST, SIZE SEE FRAME PLAN • ;:�.•� TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' -00 R-�4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. TO 1 2X4 DBL TOP PLATE 1st FLR.fR. STUD l.0001� 1=RAMf � TO BLK. -00 1/2" DRYWALL — — — -IT — — — — — — — —I MSTA-3(o 32" O.C. 1/2" DRYWALL 11 1 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS �1(0" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL II II 2X4 PT. PLATE I I I I I NAIL PER SCHEDULE/ SF-4 32" O.C. w STUD 1/2 "X9" A B 32" O.C. p c>J I I I I I BOLT PER FND. PLAN MIN. roll EMBEDMENT z 0-)7777 U 6"XC6" #10 W.W.M. CONC. SLAB z Q 2X8 RIDGE > Q- 0 o 2X4 COLLAR TIE REI FIBER MESH T T XT IO O NINE IN FRAME 3 #5's CONT. 4" 4 EVERY OTHER RAFTER O - RE I INFORCEMENT P � � � � PE z LLIL 1 u 4 2X6 RAFTS 0 N o o W U m U 2 #5 GO NT. U m T" T F. WALL SECTION INT PRIOR B BARING WALL 2-12d EVERY AIERRuss 3-12ci RAFTS 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 0 DV 1/16" O.S.B. 1X8 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS BLIP.-SroR�r (G,4BL � MINIMUM WALL AND DEADER CONV. 1=FAMING DETAIL/VAo STUD R�l� I RM�NTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-m" TO 51-01 4'-11 1/2' -1'-I1 1/2 AMID UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS ;ROSSIM LOT#65 PH#2 MONOLITHIC BLOCK DETAILS & NOTES mmmmmmmo DATE: 9/25/03 SC AT: V4' ■ 1'-m' SHEET D 2 OF 4- el ~ I 1 FI # 1000 UFL IFT S IMPSOM MT5-12 W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL (2)SIMPSOM MT5-12 ONE EA. SIDE OF TR, OPPOSITE SIDE OF E W/-1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL "BUSS FINISH g LANDING 3 BOND SEAM TAP CONS MIN. 2" COVER 2' APART TRUSS ANCPOR [)ETA IL F;,E TF0F I T 9" MIN. LE65 THAN 10" REQUIRES 1' NOSING DBL 2X12 - FLOOR J015T —" 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RI,5ERS TO CONFORM TO FBC 2001 2R+IT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT To EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO65 SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE w NARROW END MIN. 11' WIDTH g 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE - 2X4 STUD -1/16' OR 15/32' O.S.S. W/-1/6' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN.) e 2X4 TO TRUSS PRE. ENS. TRUSS 2X4 5TM. PLATE 3/4' PLYWOOD 2X12 TREAD cUT To FIT � 1X8 RISER LESS THAN 4" TYP. II II II BETWEEN SPINDLES SP4 OR H-5 TOP PLATE TO STUDS 2'-0' A5v. 10'-0' LEvEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN T-0' 10' -0' FRAMED GRIGKET HANG 1/2' D IXI 1' NOSING TYP. 'f 4 c(1 � r STAID SECTION DETAILS PRE. ENG. TRU5 IX2 PT.TOP OF DBL. TOP PLA' "I/16' OR 15/32' Wrl/S' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 CRICKET SIMPSON H-5 (MIN.) e 2X4 TO TRU55 SECTION 2'-5-1/2" FLAN VIELU FROM TRUSS DBL. PLATES ABV. 12" 36" MIN. FINISH STAID UUINEDEfR DETAIL ASPHALT SHINGLES OVER A 15 FELT ON 1/16' O.S.R. — (2) 2X4 "2 ND SYP DIACzONAIL BRACE / W/ 3-12d o EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10 NAILS EA END TO TRlU66 2X4 SYP STIFFBACK AT ALL UPRIGHTS , P""17 OVER 4'-10'WrN& T -I/16' OSB SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 ro' o_c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM CW/ 2' DIA. WASHERS) 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN. 1-"5 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE N 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO ENE)) G�AE3LE END CFOSS 5i; CING; 1-STOfP-,"'' i� F -4 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ 5LK W/ META-16 �2X4X�4' SECURE TO TRU35 W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 5LK SECURE THRU TRUE& W/3-12de "PER ENG'D TRUSZ 24' O.G. MAX 1' - 0' 2'-0" 2' -o" EXTENSION OFT SEizVICE Dom. N.T.S. METAL LATH 1/16" OS)3 OR TEXTURED 1/16" OSB :011)2X& 1/2' PLYWOOD FINISH 1/2" PLYWOW/ 15# FELT W/ 150 FELT2X6 (CONT.) (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON GMU'S META-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TORI TWO 6TOR'1' FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2'X4 02 ND SYP DIAGONAIL BRACE--\ W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) lOd NAILS EA END TO TRUSS 2x4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' OS5 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 13 32' O.C. MAX. SHEATHING NAILING TO BE I \\ O.G. IN FIE FIELDP 4' O.C.®ALL ED64E5 W/8d NAILS ASPHALT SHINGLES OVER M 15 FELT ON 1/16' O.S.B. — 1/2' CLG. BOARD \-7RUS5� 4" o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ C2) 12d EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 BTM. PLATE iU5-FLOOR ,IAILED META-16' FLR JST TO BLK \—FLR TRUSS 1- 05 RE BAR CONT. Iee O'-0" TO 3s'0'-O' (1) 'X' BRACE 30'-1" TO (oO'-O' (3) 'X' BRACE (I 'X' 5RACE tv CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SALE END CROSS E3f P-,AC INe 2 = STO BAKERS CROSSING LOT#65 PH#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 9/25/03 SCALE: �/4'■�'-(�' SHEET D3 of -- I zAt� z a 71 {. fj i� 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 2 X 4: MIN EMBEDMENT 1 1/49 SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE 8' FROM EACH END AND la' PIN (MIN SHANK 5IZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT MIN HEAD SIZE OR DRIVE PIN (MIN SHANK SIZE.145 2 X 6 (MIN 2 X 3) 2-3/16 tAPCON 1 1/ MIN EMBEDMENT I 4') WITHIN 8' OF EACH END k MIN HEAP SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 IS' O.C. MAX. SPACING. MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 8' FROM EACH ENE) AND la' PRECAST HEADER(MIN) MIN EMBEDMENT 1 1/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT a' FROM EACH END AND 15' SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON O.C. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ABV. PIN (MIN SHANK 5IZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN 2 x a (MIN 2 X 3) 2-3/16 TAPCON • 1/4' TEXTURED FINISH MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") MIN HEAD SIZE .300 MIN EMBEDMENT I I/4') 16' HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 715' TEXTURED FINISH WITHIN 8' OF EACH END k 8' FROM EACH END AND 18' 11 MIN HEAD SIZE 1 1/ MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING 1&' D.G. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.)2 2 X SOLID BLK'G v ARCH X 8: SECURE TO BLOCK -� I/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 f/16' OSB SHEATHING 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE a" CMU - I'X4" OR I'X2' P.T. NAILER MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE k NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 - DOOR CASING a' FROM EACH END AND IS' 14ONOTE: CMU WALL MTL WDW FRAME MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH ENp k NOTE: O.G. MAX. MIN 1-I/4' EMBEDMENT SHIM AS NEEDED No GAP m WDW FRAME la' O.C. MAX. SPACING. DOOR JAMB TO PLUMB JAMB TO EXCBEp 1/4' ATTACH TO 2 X DO NOT EXECED 1/4". U �I j� I D (L j � II AND D UNDER, ARC�UUA�' DETAIL CUTA UAL PER MANUFAGTOR'S DETAILS. Doo JAME3 TO - 5OC< 1-1/2 II + 2 X 4 (MIN 2 X 3) 1-3/106 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 (A PRECAST HEADER(MIN) DBL. TOP PLATE MIN HEAD SIZE 300 \ l/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4') IX4 P.T. OR 5/4' X 4' MIN. 8" FROM EACH END AND la' MORE THAN SECURE 2 X RIP TO FIT W/2-12dS 6'-a' O.C. MAX. l/16' OSB SHEATHING SECURE THUR FRAME AND EXTEND 1-1/4' INTO BLOCK O.C. MAX. MIN 1-1/4' EMBEDMENT 16' HIEGHT. 2 X 4 16' o.G. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300 � 1/2' DRYWALL MIN HEAD SIZE 300 2 X SOLID 15LKIG to ARCH MIN EMBEDMENT 1 1/4") 8' CMU-= I'X4' OR 1'XZ" P.T. NAILER MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER TO MANUFACTURING 8' FROM EACH END AND 15" DETAILS FOR SPACING. - -POOR CASING O.G. MAX. MIN 1-1/4" EMBEDMENT 7/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS. MTL WDW FRAME NOTE: 2 X a (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.) 'NOTE: NO GAP g WDW FRAME DOORJAMB SHIM AS NEEDED TO PLUMB JAMB OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS TO EXCEED 1/4' DO NOT EXECED 1/4'. MIN HEAD SIZE 300 CMU WALL MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 15' W✓ A fz:�G �4I 4� � ETA C U T A W A` . DETAIL J A 5 TO 5 L O C< 3 /4 O FR 5/4. O.C. MAX. MIN 1-1/4' EMBEDMENT ARCPUJA'r [DETAIL 1( " AND U NAILING SCHEDULE AI-L NOTES IN REFERENCE ROOF DIAPHRA11 TO F LL O R I ES A B U I I S I N G UBE T/16' O,OH. OR 1/2' PLY WITH -0 GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGER AND '0 GUN NAILO AT 6' O.C. AT 2001 IEDIATE BUPPOB. ALSO BEE DETAIL. INTERRT ROGF SHEATHING TO GABLE END FRAME USE 'B GUN NAILS • 4' O.C. SIT!F PLAN NOTES EXTERIOR SHEATHING _ UBE '1/16' 0.8B. OR 1/2' PLY WITH -0 GUN NAILO AT 6' OD. A',T - PANEL BIDES AND -0 GUN NAILS 4' O.C. TOP 4 BOTTOM I) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE - -, - PANEL AND '0 GUN NAILB AT 6' Oc. AT INTEI;VEOIATE BUPFORTS. ALSO BEE DETAIL. CROWN OF FRONTAGE ROAD OR A5 NOTED ON. PLANS. 2) UNLESS OTHE �U11SE NOTED, THIS BUILDING IS NOT INTENDED TO BE NOTE: GUN NAILS &HALL BE PERMITTEP A6 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD TONE REQUIRING A FINISH FLR ELEVATION ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION NAIL REQUIREMENTS OF FL eI 4 FLOOR SLAB WITH SIGNED AND SEALED SURVEY. �. r= cu Al I r-nr.tcn-m ?o ALL I oCAI [--oo;=B. REGULATIONS SIZE HEAD L!Tom TEN51L STIR- �i _ . __ __ _..- _ _ _-- AND RESTRIGTIONB PAVING JURISDICTION.- - 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED_15Y 5WALES _ Sd ROUND( 10DIFIED 110jD00 OR T OR.ptHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 I/8' 128 110,000 - 5.) L, IRRIGATION, BEARING, ETC. SHALL CONFORM TO LOCAL ANDSCAPING �wIC Awlr'1 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. GOuto, K%�iULHI VIVO HY / I�G�I �I llvly n! rllv�a �uKlvvlvl vi v r.v 6TAPPLLENAIL. 4 TOOL A66OCIATION AS SELECTED BY BUILDER G E N {... R A L NOTES , 6) SWIMMING POOL' DECK, SPA, AND ASSOCIATED WORK I6 TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. = 1. DESIGN AND LOADING ,... A. ALLOWABLE UNIT STRESS AND DE5ING CRITERIA: PLUMBING NOTES I. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 30 f 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1)SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' 2) WATER LINES SHALL BE CPVC. 6. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -15 DBL. TOP PLA��TE �._--- -�� _ _ ,. 2. 901E 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE BOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX. DBL. TOP PLATE `j IDBL. TOP PLATE CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. B - DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR 6TRUTUR4L CONCRETE BUILDING ,ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRE551VE STRENGTH OF 2500 6) HOSE BI55 TO BE PROVIDED WITH BACKFLOW PREVENTER. P61 IN 28 PAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A& 16 OR 611, GRADE 40 1) ELECTRIG WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.G. MAX. 4. DE61GN LOADS EXCEED 4ID WATTS PER SQUARE FOOT GP TANK SURFACE AREA. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 2X4 16' O.C. MAX. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL D. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL BTRUCTUAL LUMBER SHALL BE 01 5YP. ALL STUDS SHALL BE STUD GRADE 5PF. 9J ALL POOL PLUMBING AND RELATED EQUBHA"MENT BHA WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY SECURE 2X4 (ALALL� � IR�EXSPOOSSEDRTO P SHOP PRAU1BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEEREIWO. TO WOOD W/2-12d g ATFORMS TO BE 3/4, DECKING. B. A/C PLPLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'A5-BUILT' SECURE 2X4 &. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6'-8' O.G. STAGGERED TO WOOD W/2-12d m A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL GLEANOUTS FLUSH WITH GRADE. FLORIDA BUILDING COE 6'-8' O.G. STAGGERED TRUSS MANUFACTURERSHA 00SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT 5TACK5 &HALL PA55 THROUGH ROOF CRICKETS, VALLEY5, BT. PLATE PRIOR TO FABRICATION. BT. PLATE 1. GARAGE [DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA CURE 2X4 W/2-3/16' TAPCONS SECURE B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL 70 BE ATTACHED TO PERMIT PACKAGE BY BUILDER DRIVE PIN (MIN SHANK SIZE.145 f //�� �j III ^ N 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE MIN HEAD SIZE 300I I H 1\G W f� SECURE 2X4 W/2-3/16' TAPCONS S. ASPHALT SHINGLES 2001. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 6IZE.145 B. SHINGLE STANDARD A6TM D-225, UNDERLAYMENT TO BE A6TM D-22(o 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WITHIN a' OF EACH END NOT to MIN HEAD SIZE 300 FOUNDATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE .EXCEED IS' o.G?'1AX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 I/4'J WITHIN 8' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.SP. MIN. ALLOWABLE BEARING BLOCK NOTES SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END 1/2" PLYWOOD EXCEED la' O.C.MAX. PRESSURE. HOLLOW CORE OR SOLID UNIT 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C90 AND CI45 AND SHALL OR I/16' O.S B. 2X4 SOLID BLOCKING I/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY NAVE A NET AREA COMMPRE661VE BTRENGHT OF iSOO 1-61. SECURE To SHEATHING W/ TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. MORTAR OR 7/16 O.S.B. MIN. 2-12d PER BLK EA. END)3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210. METAL ACCESSORIES I� �� / AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM to THE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: A6TM A FOR JOINT ANp WIRE ANCHOR.. A.EXTEFZj �� I I I , HEADED AND B. A5TMA36 FOR PLATE, HEADED AMD BENT BAR ANCHORS. BARRIER OVER CLEAN WELL COMPACTED T)=RMITED TREATED SOIL. 5 ro C. A6TM A366 FOR SHEET METAL ANCHORS AND TIES. �y 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTOR&, &GREW&, BOLT& AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT WRRO61ON SHALL ALL COMERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO BE BTASTEEL OR DIPPED GALVANIZED MEETING THE 5 HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MENT& OF A6TM A90. REQUIREMEN 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ VxVxl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA5ORY UNITS &HALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELL&. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIPA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/B' THICK ROOF LIVE LOAD: 20 PSF 3. MA50NRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 BEN MABONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT / a. FOOTING REINFORCING SHALL BE 2-05 RE15AR5 I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN IV O.C. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: I. REINFORCING &TEFL SHALL BE NO.5 BARS. CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED• MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED C. IN ACCORDANCE WITH A5TMI A615, A616, A.611, OR A106. FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE BAKERS 7 CROSSING LOT#65 PH#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 9/25/03 SC AT-E: V4' ■ 1'-0' SHEET 1E)4OP'