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Home My WebLink About310 Appaloosa Ct 03-2937 New SFHPERMIT ADDRESSh CONTRACTOR ADDRESS D R Horton 6250 Hazeltine 'Nat'l Dfffl 2 " Orlando, FL 32822 (40.7)$;S-9101_._ BC 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 e);Lo� "b!4 PERMIT # DATE `6 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 1-' DESIGN CRITERIA: ® FLORIDA BUILDING CODE (FBC) 2001 ® OCCUPANCY - RESIDENTIAL - GROUP R ® CONSTRUCTION TYPE - VI ® 1-STORY RESIDENCE: BLDG HGT 19' -7') 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 FOOTINGS. 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 PSF, 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 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED: MPH (M/S)= 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE 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/ DOOR 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 IM"_041 PG Cl—COVER PAGE. PG 1—FOUNDATION PLAN PG IA —DOWEL LAYOUT PG 113—LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" FRONT —REAR PG 313—ELEVATION"B" FRONT —REAR PG 3C—ELEVATION 'C" FRONT —REAR PG 4A ELEVATION"A" LEFT —RIGHT PG 413—ELEVATION"B" LEFT —RIGHT PG 4C—ELEVATION"C" LEFT —RIGHT PG 5A—TRUSS PLAN" A" PG 513—TRUSS PLAN"B" PG 5C—TRUSS PLAN "C" PG 6—ELECTRICAL PLAN PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS ym r iLN:� 4 www. drhorton. com CBC055300 6250 Hazc=.Atime Tftl: (407) 857-9101 Fax: (407) • 8 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 14411 CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PERMIT 3.2ipj OFFICE copy LOT #83 PHASE #�-!j DATE: 9/02/03 SCALE: 1/41211-0' SHEET C 1 of 6 A� DOWEL PLAN MUM FOUNDAJ['ION PLAN I 1= N I I I I XTEND AB 1 1/2" u ENTRY ELEV. „C„ ,SFp i 1 290 0 z � v Q BAKERS CROSSING LOT #82 r HAS E MO DEL- " 1 7 4 R9 9' 4" FOUNDATION DOWEL LAYOUT mommmmmm000 DATE: 9/02/03 SCALE: I/4'■I'-0' SHEET 1 OF 5 u BAKERS CROSSING PHASE #2 LOT #83 MODEL: 99 1 7 4 R9 9 9 4 99 LINTEL SCHEDULE DATE: 9/02/03 SCALE: 1/41=1'-®' SHEET IAOF 5 F- - 11�- 25-SH 25-SH I III O O - - - - - - - - - - I IH3-SN O OSS I LANAI o 12 OWNERS I e I BATH �OWNERS 7v I 13 I SUITE I O (00ro8 SGD. W.I.C. I - - - - - ------� I L____J ROOM BDRM.#2 i I �U ® f -----� 14 I I ® O BDRM. 3 ° HALL BATH r O . L__J r--� = I 15 L-_ J ------ m 1 -- L_____� ROOM --- -� GARAGE TL FOYER EL IP.TOP (ELEV.A) - - - ■ 68"x18" (ELEV.B4C) (ELEV.A) O 30(08 DR 16 (2) 25-5H W/ W/ 12" S.L_ FLIP(ELEV.A) S" x 12 x 18" - - - - - - - - - - - - - - - - - - - - . TOP EA SIDE O9O O(ELEV.54C) ELIP. TOP 1(0'-O" X 1'-O" O.N. 1"7 �z) 26-SN O (ELEV.(34C) 0 3 68" x 18" so SIZTL E FAMILY KITCHEN L----J L-__-J F- 7 LAUN 12 4m 60�8 SCUD 4 19.9/ -21.1 LIVING COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW ODi ELo 99 499 WIND LOAD CALCULATIONS DATE: 9/02/03 9 C ALE: I/41 ■ I'-®' SHEET u S Q • 1 T• C A L C • S LIVING G14i` AGE LANAI ENTRY 1100 430 18 22 SQ. SQ, SQ. SQ. FT. FT, FT. FT. TOTAL ENTRY ELEV. TOTAL 2290 01 23a'3 SQ. 50. SQ_ FT, FT. FT - �KYTCHEN \ , A 30.I REF. 00 a O 00 SPACE 0 RANGE / ---- - - - - - - - - - - - - - - - ___ --'1 FOYER rob"x 9"x18" (2) 25-SH W/ I ELIP.TOP (ELEV.A) ELIP. TOP (ELEV.-A) 618" x 18" (ELEV.54C) (2) 26-61-1 I �` (ELEV.-54C) TEMP TEMP Is • MT. (2) 1'-011 SL. W/ TRANSOM ABV. 1 BARREL CLG. a -all &X& POST 141 (3)TYP. 11'-1011 8l_8l ------------------------------- ENTRY EELEV® 9 9 c 99 I I I - 01 I I I I 10'-011 1' - 4'1 al -all -all � 25-SH EGRESS -40I LANAI 0 (L o I OWNERS 60ro 8 S.G.D. 29'-8" a'-8° CONC. PAP I'-3 i� 21 _QII 81-4" 5 W/ DOOR — — — OPTION---- 25-SH EGRESS I s � 1 oBSH 1 We OWNERS I �' I 1 BATH 1 GLcx. 9'-4'Cp 6 3 OPT. u 1 LAIV LAV- tQ 1 - 1, 0, cv I m .1 0 0 o 'ro I o I m z6 W.I.C. Im NOOK 9'-4° cLU. (CARPET) 9'-4" CLCa. I �t 1R_1SH. 1 ^ --J I N 14-0 RF. rOPT. 2' X 4' 1 2'-8" 9'-�" 12'-10° I SiGYLITE I 51-611 z FAMILY >L -`j ROOM BDRM.#2 1 W 1 9'-4" GLc:;. 9'-4" CLG. F- I i- I (CARPET) m CCARPET) aJ KITCHEN I Q OSKYLITE4 m o I I AND I L----J N L_—__J 12' RANGE 2r---1 -- -- OPT = BDRM. 3 Mc. ,`b REF. I � O O L _ _ J — LAUN. _ °� HALL (CARPET) ARCH 9'-411 cl-G. BATH 11-011 9'-4" CLG. 4'-0" I Qp I �'-II" UJC. 5'-�0" 61-211 Li — I � — — ; HG.AGG. �0 DINING ROOM I I j j o-- 9 -4 CLCs. L — — J 1R1SH CGARPI=T) /� MT. -1 OPT. PLANT 4 A C SHELF 8'-0" A.F.F. 2211 ATTIC41 1R-1SH L—AGCE66— J 2-0 5F. _I `V W/ OFT. FULL DN. STAIRS P-8" 11-0'I 9'-7" 4'-011 3'-3" 20'-2" LIVING ROOM - 9'-4" CLG. 1 (CARPET) _ _ _ _ _ _ N FOYER C2) 25-8H W/ I 68" x 12 x 18" ELIP.TOP (ELE1/.A) ELIP. TOP (ELEV.-A) �S°x18" IELEV.��c) SEE ELEVATTION (ELEV.-5) I 3� MT _ (2) 1'-0" SL. W/ - TRANSOM AE3V. �r J //77�� FRAME ABV. 1' - 4" 20'-011 GARAGE i 41 - 1011 I WH. � 16'-O" X T-0" O.H. ------------------- FLOOR PLAN 1 -- '\ CONp� I / I OPT. 2 -S DOOR W/ GONG. PAD N I r- a MIRROR r- OWNERS. 01 r- I 4 HALL BATH OPTIONAL OWNERS BATHROOM -11 `4i' I _ SLQ/ II `t ARCM O �1111111��11 SEP I � BAKERS CROSSING I LOT #83 PHASE #21 MODEL. 99 1 7 4 R99 99 499 FLOOR PLAN DATE: 9/02/03 SCAT SKEET 2 OF 5 u 24" DECO_ LOUVER Y N 14'-10" BRCS. li-Ou 1 9' - 4" BIRG. 1'-0" \% KJ M 0'-0" FIN. FLR. - - - EXTE W/ 01 5ER1 9'-4" BRra .� 0'-0" FIN. FLR. EXTEND PORCH CEILING O HOUSE "BARREL" 12 CRICKET [-[-[-F-F-F-I- F- F- I- I- F- F- F- F- FRONT ELEVATION LEFT ELEVATION 9'-4" BRCG. ro (j)KEY DPTAIL 0'-0" FIN. FLR�� I,2' - 0'1 EXTEND ROOF EXTEND ROOF W/ OPT. W/ OPT. SERVICE DOOR SERVICE DOOR 9'-4" BRIG. 9'-4" BRG. ll!i. 0'-0" FIN. FLR. 0'-0" FIN. FLR. 12 6 1 / EXTEND ROOF W/ OPT. i-o" -0" 2'-0" 4 I OPT. DOOR W/ (TEXTURED CONC. PAD FINISH I EXTEND ROOF III/ n=T 'Fj'-4" BRCG. 0'-0" FIN. FLR. SERVICE DOOR (TEXTURED I �I FINISN� `I RIGHT F,LPVATION 9'-4" BRG. �0'-O" FIN. FLR. IV EXTEND ROOF W/ OPT. - SERVICE DOOR 9'-4" BRCG. 0'-0" FIN. FLR. BAKERS ;ROSSING LOT #83 PHASE #21 MODEL: 99 1 7 4 R99 9 9 4 99 ]ELEVATION >> A" E1-:)ATE: 9/02/03 SCALE: 1/4' x V-®' SHEET 3 A OF 5 u M L K HEADER SPAN CART 51Nr-;;Lr= 5TORY AFFLICATION SIZE CLEAR SPAN DBL 2X(o DBL 2X8 DE3L 2XIO DE3L 2X12 UP TO 5'-4" 5'-4" TO 1'-011 i'-®I' TO 10"-011 10'-0" AND OVER TLUC STORY APPLICATION DOWN STAIRS SIZE - CLEAR SPAN DBL 2X6 DE3L 2X8 D51- 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO ro'-4" 61-4" TO V -O" 8'-O" AND OVER 4X4 P05T=(2)2X4'5 NAILED WITH 12d ro"-5" O.C. STAGGERED 4X& P0ST=(3)2X4'S NAILED WITH 12d 6"-5" O.C. STAGGERED �Jrl"1i 1 f-I IINI.� I l/ UIl". Wfil-1- I V J -It SECURE WALL TO 5LK. 2X4 WALL W/ CONT. W/ 1/2 "x8" A.B. EACH SHEATHING TO BRG. END (4-TOTAL) SECURE WALL TO BLK. W/ 1/2"x8" A.B. 32" O.C. TRUSS PLAN * CONNECTOR5 TO BE 51MP50N U.N.O. * TRUSS TO BLit. META-16 W112-106XI 1/2 * TRUSS TO WOOD MTS -12 W114 -106XI 1/2 191 L 2X4 COLLAR TIE EVERY OTHER RAFTER 2X(o RAFTE 2-12d EVERY TRUSS 1X(o NAILER / 2X8 RIDGE J Z (Y � } L Oo 3-12d RAFTER TO NAILER 1/1(" O.S.B. J 1X8 NAILER --/-- OR 1/2" FLY. 2-126 EVERY TRUSS CONY. FRAMING DETAIL/VALLEY DBL. TOP PLATE 3) l (o " O.C. 13. WISH LL KNEE WALL DETAIL C ENTRY (4 HIP DETAIL SEP I i 2UO3 ACLU AN BAKERS CROSSING LOT #83 RHASE #2 MODEL: 9 1 7 4 R" 9 9 4" ]EMUS S P LA )) A)) &)) B)) DATE: 6/03/03 SCAT : 1/4101'-®' SHEET 4ABof 5 w OPT. L IGHT F - - -� 4 5WITCH W/ OPT. DOOR C)L/" I ELECTRICAL LEGEND SYMBOL DEFINITION NOTE5 n n IIOV OUTLET 1/2 OF OUTLET 110V OUTLET WIRED TO 5WfTCH EQUIPED WITH 110V OUTLET GROUND FAULT GFI INtERUPtER /II11 220Y OUTLET EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGH CEILING LIGHT (0) VAPOR PRO - I VP LIGHT (0) RECESSED CAN I CFM PER VENT. FAN sa. FT. VENT. FAN I GFM PER W/LIGHT Sa. FT. 2' LIGHT 5TRIP 4' LIGHT STRIP 000uuuuu FLO LIGHT RAP AROUND 2' FLOURECENT — — — 4' FLOUREGENT PANEL METER SMOKE GATT. BACK-UP O W/ HARDWIRE DETECTOR INTER- CONNECTED PENpANT L IGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR. GOND. A/C DISCONNECT TV. TELEVISION JACK CEILING FAN/LIGHT G G BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED As SUCH FOR INSPECT ION FLOOD L IGHT INTERCOM SPEAKER NOTE., FAN, FHONE, $ CATV LOCATION TO BE DETEfRt-IINED 5"� 5U'T'EfR AND 5UILDE1R AT THE FIRECON5TRUCT I ON tom- IE E T INS. OPTIONAL F OPT. LIGHT 4 5WITC1-I W/� II OPT. DOOR „ I WP. GF 1 ELECTKICAL PLAN LOG. OF T_V. AND PH. OUTLETS 4 FAN TO E3E VERIFIED 'WHOMEOWNER P RECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO PE ARC FAULT.(NEC 210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. 2 VTR 2° �I \ �11/2" WC. MAIN PLUMBING RISER DIAGRAb1 I 1/2" VTR I~ I /I 1 /2 n OPT.OWNERS BATHROOM PLUMBING RISER DIAGRAM 150 AMP 4/0 ALU. CABLE METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP. A/C 150 150 AMP DISC. AMP. INSIDE PANEL 012 COPPER TO MAIN LIGHTS 4 OUTLETS DISC. 010 COPPER TO WATER HEATER 08 COPPER TO RANGE UNDERGROUND -- SERVICE BY POWER CO. "'-04 COPPER To 5/8' GROUND RDD ALSO SERVICE TO BE BONDED TO FOOTING STEEL LECTFICAL FIEF NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEG. CODE, LOCAL CODES, AND THE LOCAL POWER GO. M 1. BAKERS CROSSING LOT #83 PHASE #2, 91749 �99 � 9 4" ELECTRICAL PLAN DATE: 6/03/03 SCALE: 1/4'■1'-®' SHEET 5 OF 5 u 2X4 DUL 2X4 MID -WALL MIN. " EMBEDMENT 1/2" X 91' SP-4 1� O.G./EA. STUD TOP PLATE 6 2X4 M I D -WALL B LKG ANCHOR BOLTS AT 3' O.C. BLKG 2" ASV. CONC. "X�" #10 W.W.M. #5 REBAR BET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 MID -WALL I/2" X 9" A.U. 32" O.C. = IL �P51 EPDXY 25" MIN. ASV. (o" EMBEDMENT E3LKC (0" EMBEDMENT 2X4 STUD 2X4 STUD N Y BLAB/6" MIN. EMBEDMENT 1(0" O.C. MAX. 1(0" O.C. MAX. `4 6"xro #10 W.W.M. c� II 6°x�" #Im W.W.M. 2X4 P.T. SF-4 16" O.C./EA. STUD N SP-4 10" O.G./EA. STUD--� BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE (2) CONT. '5 RE15ARs �V_ { II Cz ° ° ° `''�' N N N N N > CONC. SLAB - _ _ 1 2-#5 S ON CHAIRS � CONC. SLAB 1'_811 z � CONC. SLAB _ 0 2 #5's CONT. 41 1 0 411 3 #5's CONT. 411 411 2 #5's CONT. �° 1 0 411 " 0 TYP. RETROFIT FOR ALL m =-oil m 1 � OM ITTEp FOUNDATION pOWELS ``' I,UoOp FRAME FOOT f NG 1 TYP. WALL SECTION INTERIOR3EAR�ING WALL INTERIOF, SEARING WALL f NTERzIOR BEARfNG uJALL/NO UPLIFT BLK. SINGLE STORY R - 5T ORY 2 _STORY 1=STORY � 2A 3 1/2" HEAD OF GARAGE 3 1/2" '� 1-1EAD OF GARAGE �--#5 DOWEL BAR(ONE BIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /� DIM VARIES 5/8° DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. -i 5/8" GI B II 6"X6" #10 W.W.M. -I 5/8" CURB II (0"X(0" #1�0 W.W.M. CURB II ro"X(o" #lm W.W.M. 9 ANCHOR BOLTS AT 3 O.G. MIN 6" EMBEDMENT � MIN L�" IEMBEDMENTF UI-LIFT ON WALL / IIXKJ" #10 W.W.M. II K! EXTEND 11/2 m "X� " #10 W.W.M. c� iu w RECESS /2 } } = Io�°� m o °==a 2-05'5 ON CHAIRS m 0 °� (3-5'5 W/2-STORY) o 0 0 2-05'5 ON CHAIRS r 4 71/ _y� ° ° m SINGLE (3-5'S W/2-STORY) SING 811 4" 1'-QII 3'S ON CHAIRS STORY STORY i _0 2 #5'5 ON CHAIRS A A 1 _8 11-all TWO 71 GARAGE CURB STOP STORY STORY THICIGEN EDGE INSIDE FTG. AT GARAGE STEP-UP GARAGE SERVICE/POOL INSIDE FTG. AT GARAGE STEP-UP 2-STORY BEARING WALL DOOR RECESS GARAGE CURB GARAGE CURB I -STORY BEARING WALL CONC. SLAB OVER CLEAN, IL COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" CMU L, (o MIL. VIS. VAPOR TOP CORD BLOCKING AT 4' CHAIRS (MIN. 3" COVER) —� O.C. MAX. IN FIRST 2 FRAMING _ �„ 6I�X6,I #10 W.W.M. 4 GARAGE 5LA317 z SPACES AT EACH END. GRADE SL I D IN DOOR TRACK = RAFTER OR TRUSS ROOF SHEATHING � 2 � TO FRONT(1/4" -1/2 ") _o�� _R001= SHEATHING LAYOUT� 11/2 CURES WALL 8° GONG. DRIVEWAY AND ENDWALL BRACING [1 9 I/211 0GARAGE 31 #5's CONT. FOR GABLE END FRAMING BEYOUND i 8 3 MIN. COVER z Q 24"X24" EXT. PAD 1 SLAB AT SL. GLASS DOOR GARAGE DOOR 10 1 OPENING 2-5TORY FOOTING BUILDING LENGTH ca 1� #86 GUN NAILS Q4" O.G. 418d GUN NAILS II II II TOP 4 BOTTOM EDGES e (o" O.G. IN FIELD II II II u� POURED LENTIL TO BE II . 0' CONT. (TYP) REBAR II II II OUTSIDE BAR �, a . 2X WALL FRAMING II (3) 1/2"x8" 4NC1-40R, BOLTS = _ _ _ _ II p CONTINUOUS zLu z z O z � 8" CMU FILLED or (3) 1/2"X8" Z @ z U CELL (TYP�o .) � �°'"MIN. " EMBEDMENT W/ 2"X2"XI/5 WASHER AND O O # TYP. EXTERIOR SHEATHINGEXT. EXT. FRAME WALL TO NUT SPADED EVENLY FROM 25" MIN. LAP ,4TACNMI=NT FOR ROOF 51-1ATNfN BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP : ca 14 IN JOINTS PRIOR TO FILLING. CORNERS NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) WHEN GLUED TO WOOF MEM5ER 3-05's REBf5AA R 6 2 STORY 2-#5's RE,STORY I�1 0 1 IA f OI�l (o -8 EDGES 4 10 -12 IN FEIL.D TYP. EXTERRIORR SHEATHING ATTACHMENT POURED LENTIL FOR SHEAR AND UPLIFT ' o', coNT. (TYP) (O.S.5. TO UE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED PRE -CAST HDR. �"� SIDES' ARE NOT REIQUIRED EXCEPT AT OPENINGS BOND BEAM Z 2Xro GARAGE DOOR BUCK W/ TIE TO HORZ. BARS (3) 1/2"X8" ANCHOR BOLTS o 'bd or (3) 1/2"XS" J-BOLTS 8" MIN. EMBEDMENT ' ° �' } % '' (0" EMBEDMENT MIN. .: OU 11 8" CMU FILLED NUT 2"X2"X1/5 WASHER AND NUT SPADED EVENLY FROM #8d GUN NAILS HORZ. REINFORCING VERT. RE INF. DELL CTLLE - FLOOR TO GARAGE DOOR HDR. � NOOK IN GROUTED �° IN JOINTS PRIOR TO FILLING. w � 12II O.C. IN FIELD CELL 1-2xro PT BLOCK 0 CENTER OF Q . DOOR HEADER W/(1) (1) 1/2"X8" ANCHOR BOLTS z I",', CLEANOUT REa'D or (1) 1/2"X8" J-BOLTS 0 to" EMBEDMENT - ti FOR GROUT LIFT �4IN- 5 FT. UNLESS W/ 2 "X2 "X1/S WASHER AND NUT HORZ. REINFORCING Z (L/ FOOTING DWL IS NOOK Y l NOT REQ'D. TYP. FLOOR DECKING NORIzONTAL/VERTICAL REINFORCING m 0 ATTACHMENT TO FLOOR, JOIST EA. SHEET TO UE GLUED AT ALL EXPOSED JOIST -SEP I LOT #83 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 8 /12 /0 3 SICAY..E: 1/4121'-0' SHEET Di OF 4 u 2X4 SUB -BAND HURRICANE STRAPS a CHASE C-�ROVES,WAVERLEE WOODS 2X4 SUB -BAND � 2X4 SUB -BAND CHASE GROVE5,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE5,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM FEILD 5U STREAM A FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS - METAL LATH LAKE KEHOE,GYPRESS HEAD 2X6 SUB -BAND � 2X6 SUB -BAND �' 4'-0" O.G. MAX LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD ALOMA WOODS ALOMA WOODS 00 ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" OSB OR -1/8" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE -"- 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER 015 FELT R-19 INSULATION FI5ERC-;LASS SHINGLES _ R-19 INSULATION OR 1/2" PLY W/ 15# FELT -1/16" 055. SHEATHING ON #15 FELT OVER " OR 1/2" PLY. -1/16 OSB. SHEATHING 3/4 T 4 G PLYWOOD 2X4CCONTJ HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. --� ROOF TRUSSES TO BE GLUED (SEE TRUSS PLAN FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) I/2" CLG. BOARD TEXT. 2X4 SPF STIFFBACK AT BRACING METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) LL UPRIGHTS OVER 4'-10" EMBEDDED O (1/'5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG• GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. ALUM. WINDOW 1/8" TEXTURED FINISH R-19 INSULATION 8 o 0 LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) OVER 15 FELT OVER CMU'S -f/16" O.S.B. SHEATHING TEXTURED -1/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD /-- FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. _ ALUM. WINDOW -i/16" O5B SHEATHING OR 1/2" PLY.Z. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4"PLATE FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X O DBL SECURE PATE W/ " TWO STOR SEE FRAME PLANS 1/2 CLG. BOARD TEXT. PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONY) OR MSTA-24 24" O.G. MAX SEE TRRUSS PLAN all GMU R-4.2 INSULATION O 1ll5 CONY. FOR NDR SIZE 1X2 P.T. FURRING STRIPS FLR J5TT O1 BLK 1X2 FURRING STRIPS ALUM. WINDOW �� DERAIL TEXTURED FINISH 1/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL14 8" LINTEL BLOCK FILLED ° ° 1/2 DRYWALL 1/16" OSB SHEATHING PRE -CAST LINTEL OR 1/2" PLY. UNDER WOOD BASE (TYP.) 0 FELT BARRIER FRE-FAB TRU55 00 ALUM_ WINDOW FLOOR JOIST/ 6 "X6" #im W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. OR FIBER MESH SEE FRAME PLANS 5P_4 32" O.G_ STUD 2X4 DBL. TOP PLATE 0 REINFORCEMENT FOR JOIST TYPE 1/2 D 51--. T LL PRE -CAST SILL - CONC. SLAB OVER GLEAN, HETA-16",@ 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT �_ " COMPACT,TERMITE TREATED O (li#5 CONY. 8" CMU SOIL OVER 6 MIL YIS. VAPOR g" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS } } BARRIER,W/6X6 #10 WWM 1' 4° 2 #5 CONT. (FILLED) 2X4 CONT. STRESS I ro O.C. TEXTURED FINISH 1/4° �. o 0 1/2" DRYWALL BLOCKING MID -WALL -� WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE Q c° ALUM. FOR DSfi — 4 32" O.C. o STUD 1/2 "X9" A.E3. 32 " O.C. z WINDOW S. (WPE-N UPLIFT) roll EMBEDMENT � T*' F. WALL SECTION -pC SEE FLR./ESILL o E3LK. I =STORY(' O ° WOOD BASE (TYP.) z 6 X6 #10 W.W.M. PRE -CAST SILL •- CONC. SLAB 4 "z wzw 3 #S's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT.�,4 _ REINFORCEMENT 1'-4" m 8 CMU 6 MIL VIS N 0 = 0 1 -8 VAPOR BARRIER TEXTURED FINISH I/4" INTERIOR BEARING WALL ASPHALT SHINGLES OVER T•"rP. WALL SECTION ` NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON -1/16" O.S.B. 2"X4" BLOCKING 2 0 c� -� DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORY c� z 4'-O" O.G. MAX O OR FIBER MESH METAL DRIP EDGE 6 "X6" #10 W2X4 DBL TOP PLATE .W.M. 2X4 SUB -BAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z fKff 2X6 SUB -BAND (SEE TRUSS PLAN) } z } LAKE KEHOE,GP YRESS HEAD BRACING N O y O (3) #5's CONT. ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE U In U 1/2 DRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O_C. CRIPPLE STUDS FIRST FLOOD BLOCK ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT SECOND FLOOR FF114 IE o.S.B ALL UPRIGHTS OVER 4'-10" LAmuumf -4 1 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) HEADER CSEE PLANS) -i/8" TEXTURED FINISH - OVER 15# FELT OVER I/z" CLG. BOARD TEXT. 2X4 PT. PRE -FAB TRUSS BT. PLATE -f/lro" O.S.B. SHEATHING FLY. 2"X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH OR 1/2" PLY. (2) LAYERS -I/16 2X4 DBL. TOP PLATE ON GALV'D. METAL 1/2 X 9 A.B W/ O.S.B.5EGURE EA, LAYER SP-4 32 O.G_ '� STUD LATH OVE TYVEK •'' MIN. 6" EMBEDMENT :... •. . 2x4 P.T. PLATE W/ " " 1/2° DR�1'UJALL OF 015 FELT2" DIA. WASHER o W/2 8d,s 8 -12 O.G. -�... HDR. STUD(S)/JACK(S) -• ,,,, ,,• 1/2 X9 ANCHOR BOLTS MAX. 32 O.C. MAX MIN. 6" EMBEDMENT 2X4 WOOD STUDS "5 REBAR CONT. W/2" DIA. AT 32" 0. C. 1/2 X 9 A.B OR J-BOLT L5TA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�l(o" O.C. SECURE TRUSS TO 2X6 W/ 32 O.C.MAX STUD TO HDR. KING STUD(S) SP-4 BLOCKING MID -WALL f 12d 6"-8" TOP 4 BOTTOM) 3/4" TC SUBFLOOR CONC. FILLED LINTEL PLYWOOD TO TRU55 NAILING BLK. REINF. WITH (1)5 ROD GLUED 4 NAILED 4" O. C. EDGE I ,. . roll O. C. IN FEILD . . FLRJSTSIZE SEE FRAME PLAN allCMU ::`.. TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4's R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR, STUD TO 1/2" CLG. BOARD 4 TEXT. 1/2DRYWALL - - - - — - - - — — — — Ist FLR. STUD 2X4 DBL. TOP PLATE WOOD I=RI I AE TO BLK. IT — — — F M6TA-3ro 321, O.C. 1/2" DRYWALL. 2X4 WOOD STUDS 2X4 GONT. STRESS " O.C. WOOD BASE I I I I I I BLOCKINCx MID -WALL" I II II NAIL PER SCHED2X4 PT. PLATE �BOLT PER FND. PLAN ULE/ 5P-4 32" O.C. a)STUD 1/2"X9" A.B. 32" O.C. �_ I I I I Q I I I I I I MIN. 6" EMBEDMENT 6 "xio " #10 W.W.M. 0 0 OR FIBER MESH CONC. SLAB z 2X4 COLLAR TIE 2X8 RIDGE O O REINFORCEMENT T�1'P EXTERIOR OPENING IN FRAME 3 #5's CONT. 4 1 -8 4 m EVERY OTHER RAFTER � � W Z > ( 4 2X6 RAFTS O w Q fK } 2 #5 CONT. U m TYI'R. WALL SECTION 2-S�ORYf2-126 EVERY TRUSS 3-12d RAFTE INTERIOR BEARING WALL IX6 NAILER 3-126 t0 NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/16" O.S.B. 1X8 NAILER OR I/2" PLY. 2-120 EVERY TRUSS BLK.. I =STORM (GABLE) M IN lt-IU1 l WALL AND PEADER CONS. (=RAM INS DETA�/M, R -� STUD QUIRM EENT� MAXIMUM HEADER SPAN (ft.) UP TO 5'-ID' TO 8'-®' 4'-11 1/2" 7'-II 1/2, AND 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 CROSSING 33 I #2 (MONOLITHIC BOCK DETAILS & NOTES DATE: 8/12/03 SCA M: 1/4owl '-ON :SHEET D 2 o� �v # 1000 UFL IFT 51MPSOM MT5-12 W/-i 106 TO TRU55 AND (2)1/4" X 1 3/4" TAP GON5 TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMPSOM MT5-12 ONE EA. 51DE OF TRL OPP051TE SIDE OF E W/1 10d TO TRU55 AND (2)1/4' X 1 3/4" TAP CONS TO GONT POURED LINTEL -RU55 FINISH m LANDING 1211Z P. 3 BOND BEAM TRUSS 4NCkOfR DETAIL _ R TIROF I T S" MIN. LE55 THAN 10' REQUIRES P NOSING D5L 2X12 = FLOOR JOIST - 'J/•t F—L- I WVVV WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE! STAIRS RISERS TO CONFORM TO F5C 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREAD5 ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO 5E 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L ITY WINDERS- MIN. 6' WIDE 9 NARROW END MIN. 11" WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PTXOP OF HOX DBL. TOP PLATE — 2X4 STUD 1116" OR 15/32' O.S.B. W/T/a' TEXTURED FINISHED OVER GALVINIZED METAL\ PAPER HACK LATH SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS PRE. ENG. TRU55 2X4 HTM. PLATE 3/4" PLYWOOD 2X12 TREAD CUT TO FIT - 1X8 RISER LESS THAN 4" TYP, BETWEEN SPINDLES II II II --- SP4 OR H-5 TOP PLATE TO STUDS 2'-0' AHV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' i `v 10' - 0' FRAMED CRICKET HANG 1/2' G IX 1' NOSING TYP. `�Y X � Q r STAfF SECTION DETAILS CAI I1`INE ""I' F-D E T,A I L 5 SIMPSON H-5 (MIN.) c 2X4 TO TRU55 SECTION PRE. ENCs. TRUE IX2 PTXOP OF DBL. TOP PLA* 1/16' OR 15/32' W/"1/8' TEXTURE'. FINISHED OVER GALVINIZED ME PAPER BACK 1 CRICKET 2'- E5 -1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 36" MIN. FINISH STAID UJINIDfR [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.8.5. — (2) 2X4 02 ND SYP DIAGONAIL 5RACE / W/ 3-12d e EA TRUSS ( DIAGONAIL 5RACE f/ TO COVER 5-TRUSSES 2x4 BLOCKING FIRST 2 5AY5 (2) 10d NAILS EA END TO TRUSS 2X4 5YP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 065 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.5. COMMOM (W/ 2' DIA. WA5HER5) s, 32" O.G. MAX. 1/2' CLG. BOARD755R-l TRU55 24' Oz. NAIL CONT. RAT RUN TOINSULATION TRU55 W/ (Z) 12d a EA. 9 MIN. 1-05 REBAR CONT. 2X4 5PF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 6 O'-O" (3) 'X' 5RACE (1 'X' 5RACE m CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) AL ENE) CROSS ACING 2X4 SECURE TO 2X4 BLK W/2-12d SECURE BLK W/ META-16 F — — 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. JL 2x4 BLK SECURE THRU TRUSS W/3-12da PER ENG'D TRUSS 24' O.C. MAX 21-0' 21-0II EXTENSION e OFT 5ERVIGE [:;)i;. N.T.B. METAL LATH 7/16" 05B OR TEXTURED 1/2' PLYWOOD FIN15H W/ 1511 FELT 5IMP50 NETA-16 2X6 (CONT.) 2X4 (CONT.) N EXPAN51ON JOINT CMU'S TEXTURED FINISH TWO STORY (2) 2X4 *2 ND 5YP DIAGONAIL BRACE— (/ 3-12d Q EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) lOd NAILS EA END TO TRU55 2X4 SYP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' -f/16' 055 SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/5" X 5 LAG OR 51MR50K HTG-4 a 32' O.G. MAX. SHEATHING NAILING TO 5E 6"-W O.C. IN FIELD 4' O.C.QALL EDGES W/Sd NAILS 1/16" 055 OR 1/2" PLYWOOD W/ 150 FELT 2X6 (GONT.) 2X FLOOR JOIST 2X4 (CONT.) 2" MIN. OVERLAP CAULK 51MPSON NETA-I6 GMU'S TEXTURED FINISH TWO 5TOR1' FIRST FLOOR BLOCK 5EGOND FLOOR FRAMING ASPHALT SHINGLES OVER 4115 FELT ON'7/16" 0.5.5. — 1/2' CLG. 50ARD \ NAIL CONT. T RUN TO TRUSS W/ l2 12d a EA. TRUSS RAT PIAAGOADJACENT C DBL TOP PLATE -2X4 STUD 16' O.G. MAX. E,TM. PLATE FLOOR ED COMMON TRUSS 24' c.c. INSULATION R-113 MIN. HETA-16' FLR JST TO 5LK� kizu —FLR TRuss 1-*5 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' 15RACE 30'-1" TO 60'-0" (3) 'X' 5RACE (1 'X' BRACE m CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) SALE ENED GOBS SAC INS 2 - STO�� SEP 1 1 2003 BAKERS CROSSING LOT #83 PHASE MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 8/12/03 SCALE: V4181'-0' SHEET D 3 OP' 4 u 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16' TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4 ") MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK 51ZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4") MIN HEAP SIZE 300 18" O.G. MAX. SPACING. 8' FROM EACH END AND 18" PRECAST. HEADER(MIN) MIN EMBEDMENT I I/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IS" SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16" TAPCON5 OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ASV. PIN (MIN SHANK SIZE.145 2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON MIN HEAP SIZE .300 MIN HEAD SIZE 300 Iro HIEGHT. " OR DRIVE PIN (MIN SHANK 51ZE.145 1/4' TEXTURED FINISH , MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 11/4") _. MIN HEAD SIZE 300 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 8' FROM EACH END AND IB' MIN EMBEDMENT 1 1/4") f/16' 085 SHEATHING 18" O.G. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND 15' 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 X 8: 0R DRIVE PIN (MIN SHANK SIZE.145 l/16' OSB SHEATHING 2 X SOLID BLK'G 9 ARCH SECURE TO BLOCK --1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPEREP MASONITE SECURE W/2-12d EACH END W/2-3/16' tAPCONS OR DRIVE 8' CMU - 1'X4' OR 1'X2' P.T. NAILER MIN EMBEDMENT 11/4") 2X4 BLOCKS GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND Ia" MTL WDW FRAME MIN HEAD SIZE 300 - --DOOR CASING O.G. MAX. MIN 1-I/4' EMBEDMENT _ CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: "NOTE: NO GAP g WPW FRAME IV O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4'. �A I L j � II �j� � �'jI� I PER MANUFACTOR'S DETAILS. j I DETAIL `•� � � �' (:/4 A C�41JA*� DETAIL CUTAUJA` rDoo J/4�15 TO 5LOC< 1=1/2 II + 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 A1, PRECAST HEADER(MIN) MIN HEAP SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') /S' TEXTURED FINISH 8' FROM EACH END AND IV MORE THAN SECURE 2 X RIP TO FIT -f/16' 05B SHEATHING IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND O.G. MAX. MIN 1-1/4' EMBEDMENT 16' HIEGHT. W/2-12dS 6"-8' O.C. MAX. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X SOLID BLK'G o ARCH MIN EMBEDMENT 1 1/4') 8' CMU -- I/2" DRYWALL MIN EMBEDMENT 11/4') D 8FCURF W/2-12d EACH END - REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND DETAILS FOR SPACING. -- DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WPW FRAME NOTE: OR DRIVE PIN (MIN SHANK SIZE.1452X4 rt,� BLOCKS •NOTE: NO GAP g WDW FRAME DOOR JAMB EDED AMB T01 PLUMBM AS JAMB MIN HEAD SIZE 300 CMU WALL TO EXCEED 1/4' DO NOT EXECED 1/4'. MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT �� DETAIL AfP,,CHWA�r D TA« 1(o 11 AND OF NAILING SCHE®ULE ALL NOTES IN REFERENCE ROOFDIAPHRAM TO FLmC.>RIC>A BUILDING USE VI6' O.BB. OR 1/2' PLY WITH'S CAN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND -0 GUN NAILS AT 6' OL. AT E p1' E 2001 NTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS s 4' O.C. SIT P L.A N NOTES EXTERIOR SHEATHNG USE 1/16' O.SB. OR V2' PLY WITH 08 GUN NAILS AT 6' O.C. AT PANEL SIDES AND 'B GL N NAILS 4' OZ. TOP 4 BOTTOM PANEL AND -8 GUN NAfL8 AT V OG. AT I) LOWEST S-L `0 AT LIVING AREA SHALL BE MINIMUM IV ABOVE INTEFr EDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF;i ;riTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHE?UISE NOTED, THIS BUILDING 15 NOT INTENDED TO Be ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NA L REQUIREMENTS ABv. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH, FLOOR 51-AB WITH SIGNED AND SEALED 9URVEY�_ „ - _ SIZE HEAD LENGHT DIA. TENSIL STR. 3) LOT OR.41NAGE SHALL 6VNFvSd! IV ALL LVF AL 4VVE0, N==ULAI IVIW AND RESTRICTIONS HAVING JURISDICTION. ad ROUNDMODIFIED 1 1/8' J13 OR T 4) ALL ON-81TE DRAINAGE SHALL BF DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 5) 1 A1.IP1 AOII.II GTn i' QUAI I o-rYMCGM Tn I nr Al l0d __ 2 1/8' J28 1 1"10,000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, �GULATIONS AND RESTRICTIONS HAYING JURISDICTION6 AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL N (DTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING C A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: P L U M B I N/-� NOTE S I. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 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. S. WIND EXPOSURE 'B' (b. INTERNAL PRESSURE GO -EFFICIENT +18 THRU -IB 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DBL. TOP PLATE DBL. TOP PLATE A NET ALLOWABLE WALL FOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CON4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACGOR7ANGE WITH Act 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLON$ PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS 6) HOSE BIBS To BE PROVIDED WITH BACKFLOW PREVFNTER. 2X4 16' O.G. MAX. a REINFORCING BARB SHALL CONFORM TO ASIM A615 A616 OR (oll, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 IV O.C. MAX. 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 P5F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, E7G. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X4 A. ALL STRUCTUAL LUMBER SHALL BE n SYR ALL STUDS BHA" BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-12d e SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. O.C. STAGGERED SECURE 2X4 6. TR.IS8E6 PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER TO WOOD W/2-12d g A SHALL BE DESIGNED IN ACCORDANCE WITH 6'-8' O.G. STAGGERED FLORIDA ORIDA BUILDING COPENGINEERED ETRUS 20010) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND 5ELED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS BHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE T. GARAGE DOOR RIDGFS. SECURE 2X4 W/2-3/1(o' TAPCONS A. ENGINEERED FOR 120 MPH WIND 103 SEC, GUST. 12) BIZE AND LOCATION OF GLEANOUT8 SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK 8IZE.145 B. DETAIL 70 BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. I C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16" TAPCONS ARCr� WA� 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001. MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE .300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMEN7 TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.C.MAX_ 2X4 SOLID BLOCKING: MIN EMBEDMENT 1 1/4') FOUNDATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1b GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT To 1. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD EXCEED IS' O_C_MAX. PRESSURE. OR -1/16' O.S_B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ 1/2' PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM C90 AND G145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGH7 OF 1900 PSI. MIN. 2-12d PER BLK. EA. END OR 1/16' 0.5.5. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MORTAR f O� �J �J /�J f >� O 3. CONCRETE 28 DAY STRENGHt SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM G2 10. METAL ACCESSORIES AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE \ 6 ` / 'I�'" 4. ALL SLABS SHALL BE MIN. 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR �AL�1TM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B_ ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. ,}�\ 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ABTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE •5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, GONNEGTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY To THE WEATHER OR SUBJECT TO SALT CORROSION SHALL ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORlG, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER. FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS 6HALL BE FULL HEAP AND JOINTS. 2. BED AND HEAP JOINTS SHALL BE 3/8' THICK.K ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID 5TAGK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3•-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: �� A j q�'{ 1. STEEL SHALL BE NO. 5 BARS. i v GOIRNER RS. USE CORNER BARS OR BEND REBRALAP A REINFORCING MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 2511. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE IN AGGORDANGE WITH ASTM A615, A616, A&M, OR A706. 10. FINISH SLAB To BE 8' ASV. FINISH GRADE LOT #83 PHASE #E MONOLITHIC BLOCK DETAILS NOTES x) ATE°: 7 8 / 12 / 0 3 SCAT •�: 19' ■ I' -®' SHEET D F or A