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Home My WebLink About280 Clydesdale Cir 04-1143PERMIT 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 FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # C) DATE 1 PERMIT DESCRIPTION PERMIT VALUATION W 2-A(A% SQUARE FOOTAGE A-S I G L FLORIDA BUILDING CODE (FBC) 2001 ® O C CUPA.NCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI ® 1-STORY RESIDENCE: BLDG HGT 18'-5" 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 10PSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1'0PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 10PSF 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 INDEX: PG CI —COVER PAGE. PG 1—FOUNDATION PLAN DOWEL LAYOUT PG 1A—LINTEL SCHEDULE PG 1B—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" PG 3B—ELEVATION"B" PG 4A ELEVATION "A" PG 4B —ELEVATION "B" PG 5A—TRUSS PLAN PG 513—TRUSS PLAN "B" PG 6—ELECTRICAL PLAN PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC, DETAILS PG D4—CROSS SECTIONS PG D5—DOOR/WINDOW DETAILS 997 z 99 RM :e8 1� t 3 j" 0 Jl_ OFFICECOPY Me9 16 PLANSREMINED City OF SM-NORD www. drhorton. co /t News Is�.'iC�1I�l 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 y W -07NERMEMw 8'-4" C 24"X24"X12" D1 GONG. PAp /3-S BARS E.W. TiP. MIN. 3" COVER ■ ■ ■ ■ ■ ■ ® -41/2" — -------- ---- D1 3 1/2' I _ CONC. 0 SLAB_ � w lO �r 1/2" 18 -� ro -2 - ■ N.B. ® 1m D1 N 1 D1 N-4 [ I u yI 0 . _ q I\ O O lro'-3" -i'-ifs" 3'_3" -11-all _ 0'-0" ELEV. ® FIN. CONC. SLAB I NWR� 0 L V. TuB i N� 2x4 WALL — IL--� `0110 — —I lip — IO'-11" s L_ _j I I ■ D1 3 1/2" CON(. REINFORCED n' — "X(o " ` W/ro #1 d/1 m WWM ON 6 -MIL. I l� WC%VAPOR BARRIER ON WELL. -COMPACTED Li GLEAN TERMITE TREATED FILL OR � X _ ,�� APPROVED SUBSTITUTE, � O } a o I (RECRUIT = SYSTEM) I — — ■ I �� OF � a� I I DWI. 2x� LG WALL SINK 4 1— — —1 W u til 4 0 4 (>_ z - QN U L--J� ALL I � O U OPT. I I QcWn Q I OPT. I F < z I I REI=. I W o ■ EXTEND D1 = - I OPT. I SLAB 1 1/2' 4" P.V.C. �' CH,45E C WATER NEATER / COND. 3 I/2" 1®" -3 1/2" IN SAFTE1' PAN � SLAB m m 2'-2" 3'-0" v 13'-0" ® u r I 3_6 ■ � D1 I u_I I 8 EXTEND SLAB 1 1/2" F_ ® I '73 - 4 N.B. �L" I ■ I D1 -3 1/2" D1 O D1 D1 -4 1/2 L 31/2' ■ ■ ■ e LONG. - ■ ■ ■ ■ SLAB -S" 16'- O" -8" il'-8" 4'-0" 19'-4" 35'-m" FOUNDATION PLAN Il' 7Max I 1 . R I Y � II 1 1 1 BAKERS CROSSING SHEET I OF 6 I EL< 99 1 7 9 R9 9 9 4" ti-AEET A OF r�, COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 20 OPt.30ro8 FR.DR_ 4 20.8/ -22.6 23.8/ -26.0 2 40 15-5H 25-5H 15-SH 4 20.6/ -22.4 24.5/ -26.1 3 24 35-5H 4 19.9/ -21.1 23.1/ -25.9 4 24 35-SH 4 19.9/ -21.1 23.1/ -25.9 5 1-1 25-514 4 21.1/ -22.9 25.1/ -21.3 6 40 6068-eGD 5 19.9 / -21.1 23.8/ -30.4 40 6068-SGcD 5 19.9 / -21.1 23.8/ -30.4 g 17 25-SH 5 21.1/ -28.0 25.O/ -33.1 g 11 25-51-1 5 21.1/ -28.0 25.0/ -33.1 10 13 24-5H 4 21.5/ -23.3 25.5/-21.1 11 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 12 1-1 25-SH 4 21.1/ -22.9 25.1/ -21.3 13 112 16'-0" X -1'-01 GARAGE 5 18.3/ -24.4 21.8/ -26.-f w MODEL: 9917 � 4 1- 4" WIND LO AD CALCULATIONS DATE: 12 /19 /0 3 SCAT V4'•1'-®' 16 haw ` . a S Q . FT . CALC . " S LIVING 1194 60. FT. GARAGE 314 SQ. FT. ENTRY 1(o 50. FT. LANAI 83 50. FT. TOTAL 2215 SQ. FT. i —T • , Upri 8'-4il 2/ Ia Qil 25-SH 25-SN S.W.S. EGaRES8 S.W.S. S.W.S. S.UJ.S. EGRESS PRE -CAST N vu Im I ------------------ �- I LANAI �j 9'-4" CLG. o 'I OWNERS I 0 1 1 i j SUITE � I `4 ( I I I TRAY m i1 -� 0'-10" I I I I (00�08 SCrtD — i> -------------------- �� x M 1 - 11 -Kl/ I-VII 2'-1" 3'-ol 91 LINE TILE FAMILY z ROOM = Q — OWNER N 9'_411 cLG. I �r _ I T N BATH D��- - Q TILE ° o ,moo—� t 'iw m ' - I " 9 -4 GLC�. �} 14'-8" I I O LAV. 3 u K I 9' -4" CLra TEMP. COLS. ° 0 ENCL. TUB�- i ' DECKall all LINE TILE WALL ------------- I-�;.." I _ f l I '"3'-11'-o" 2 1 31 1112 T120111 � BATH NOOK I 9'-4" CLG. TILE I (11 a -0GLC IY I BDRM. 2 x 17-4 16" TOP I I1'-2" 42' ARR 3'-611 WC' 9'-4" GLG. 2 -0 9' _ G ACC. �`+ W O V, = c� c0 ' ° % 3 ---------.®-- --- F -- V3,I, cp ® O I 1 I �---I - LINE TILE 15 -lf0 I1 -O I � co I SINK `;' O KITCHEN m I LINE TILE s CLCx. Q TILE 0 u 2_0 I r--CBI= OPT j-, I BDRM. #3 I I UTIL. 1 TILE czn I 0 9'-4" CLGc. � J 5 SN `Q r - _ ; 8' -0" GLG. � I `r can 1 nQl I � cv L--J 8 DINING ROOM A Mt. S>K 9 -4 CLCx. m C WN. IN SAI=TY PAN x �; GOND m> > 1</ �i 1,411-0° 5'-8" 2'-411 I1'-O° O O 2' -0" 22" X S4' ATTIC 3 -011 ACCESS_ O< >— — — W/ OPT. PULL DN. STAIRS Ni FOYER e c0 D<> �� TILE GARAGE c m MT. LIVING = ELEv. "A" T co ROOM _ _OI _O"I 3a"X16" FGc. ABV. g'-4" cL�. ENTRY 3� x 2"X�16° 1=c�. ABV. - � O -4" CLC-; W-O" X 1'-0" O.N.D. 15-SN 25-5N 15-5N W/ 1/2 RND Ak3V. II ELEV. "All (2)26-SN W/ARCNED TOP ELEV. "B" PL /J� 5'-lic/" 5'-IiL/" 'I Ir it oil - pll C / -FLOOR 11'-a" 4'-011 19'-411 r 35' - 0" r � r L EL: )91794 1A,' � 9 4" FLOOD PLAN DATE: 12 /19 /0 3 SCAT 4' m l'-O' r_v 9' -4" BRCa. '-01I ®'-D" FIN. FLR. 9'-4" BRCS. 1' -O 0'-0" FIN. FLR. �i CRICKET I�6 �•) 1�,�i0 1� TEXTURED FINISH OL IS'-5" BLDG. HGT. 36 "X2 D" SCORED DECO. / LOUVER SCORED BAND II 9'-4" BRG. F— I— F— I— F— I— I— F— I— I— I— F— I— F— F— F— [— F— F— [— F— F— F—Ft 'F--F TEXTURED \4 ( FINISHrl I i r <f" d" i c{1 J, ®'-m" FIN. FLR. 9'-4" BRCS. O' -m" FIN. FLR. i A, MODEL: 99 1 7 9 R9 9 9 4" ELEVATIONS 77 B" DATE: 12 /19 /0 3 DATE: V48011-0' 0'-0" 'FIN. FLR. 1�6 I01 TEXTURED / 1=fNISN �� LEFT ELEVATI0N OFF-RIDCxE VENT 01 -all OL 0'-0" FIN. FLR. 9'-4" BRCa. 9'-4" SRC. TEXTURED -g FINISH ®'-O" FIN. FL oL ®'-o" FIN. FLR. RlkO-XHT ELEVATION T BAKERS C.VLOSSIVG A MODEL: 99 1 7 9 R9 9 4 99 ELEVATIONS >> B>> PATE: 12 /19 /0 3 SCAT 1/41■1'-9)' �-AEET 4 B OF Imo, CONNECTOR SCHEDULE ,SIMPSON DES, UPLIFT FASTNER META-I(o 1205 9-10dx1 1/2 1-PLY, ro-Irod 2-PLY (2) META-Iro I985 16-10bxl 1/2 1-PLY 2410 12-16ol 2-PLY HETA-Iry 1515 II-10dxl 1/2 1-PLY, 1-16d 2-PLY HETA-20 1515 II-]Odxl 1/2 ]-PLY, I-Irod 2-PLY (2) HETA-20 2035 I6-10dxl 1/2 1-PLY 2500 14-166 2-PLY MGT 31365 (1) 5/8 ANCHOR E30LT TO CONCRETE, (22) 1001 TO WOOD MTS - 12 1000 14-1Odxl 1/2 HT5-20 1450 24-1Odxl 1/2 LSTA-18 1265 BEAM TO POST (14) 10d M5TA-24 1640 15-IOCI M5TA-36 2135 26-10d MSTI-36 2505 36-10cdxl 1/2 M5TI-48 3420 45-10dxl 1/2 ABU 44 2200 TO GONC. 5/8"XV A.B. SET IN EPDXY, To WOOD (12)16d ABU (oro 2300 TO CONC. 5/a"X9' A.B. SET IN EPDXY, TO WOOD (12)16cl HDOA 9450 TO CONC. 1-1/0'XY A.B. SET INEFOXY, TO WOOD 3-7/5"X5' THRUr-314 5OI_T5 HGT-3 13605 TO CONC.2-3/4'XV A.B. SET IN EPDXY, TO WOOD 6-10d HGT-2 &(065 TO CONC. 2-3/4'x9" A.B. SET IN EPDXY, TO WOOD 8-10d MTT-28-5 4455 TO CONC. 1-5/8' OR 3/4"X9' A.B. SET IN EPDXY, TO WOOD (24)-I6d LTTI-31 2310 TO CONC. 1-5/8' OR 3/4"X9' A.B. SET IN EPDXY, TO WOOD (15)-10d x 1 1/2 HTT-22 5260 TO CONC;. 1-5/5' OR 3/4"X9' A.B. SET IN EPDXY, TO WOOD (32)-I6cl SINKERS LTTI9 1350 TO CONC. 1-3/4" OR 3/4'X9" A.B. SET IN EFOXY, TO WOOD SINKERS M5HA 3.5611125 3415 TO 5LK. (2) ATR-3/4x8" TO WOOD 10-10d HUG 412 1510 TO 5LK. 6-3116'X2-114" TAPGON6 (3-PER FLANGE), TO WOOD 10-16d H ro 950 TO PLATE 5-8d, TO STUDS 5-061 ALL ANCHOR BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH E7/5" x 9' THREADED ROD MINIMUM 6' EMBEDMENT SET IN EPDXY ALL ANCHOR BOLT CONNECTIONS TO BLOCK To BE SUBSTITUTED WITH 5/6' x 13' THREADED ROD MINIMUM (o' EMBEDMENT SET IN EPDXY HEADER 5FAN CHART elNG;LE STORE' AFFLIGATION SIZE CLEAR SPAN DEL 2X(o D5L 2X5 DE3L 2XI0 D5L 2XI2 UP TO 5'-4' 51-411 TO 11-011 -11-011 TO 1011-011 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2X(o DEL 2X& D15L 2XIO D15L 2XI2 UP TO 5'-0" 51-011 TO 61-411 (ol-411 TO 011-011 V-011 AND OVER NOTE: ,CONNECTORS TO BE 5IMPeON U.N.O. *TRUSS TO 5LK META-]6 LU/ (12)106XI-1/2" U.N.O. 4-TRUSS TO WOOD MT5-12 W/ (14) 106XI-112" U.N.O. *HANGERS SUPPLIED AND ENGINEERED BY TRUSS CO. NOTE: * FLOOR JOIST To 5LK. SIMPSON HETA-16 Q END 4 EVERY 32" O.C. ON PARALLEL FLOOR JOIST. - - - - - - - - - - F= IA52 — � = � = � = � =.9 = — — — — — — — — — — — — — — — — — — — -- L � l I = A52 A52 A62 L u �' _w5T_ -------------------- j A ----- 4P= A A r A A ---------------- A -------- A A A A w A A ------------------- ------------------- A rl A A A A A 2ATjr2X54 �s A A A Al AG F77 n m X12 ELA. 44, M T -------- — ------ — C(Gs 5G 1!3M. T04X4 POST (2) MTS - 12 POST TO ELK. (2) META-I(o '2xI2 2xl2— NAIL (3)126 'a 24" O.C. TYP. 2xI2 5M. POST NOTE - (2) 2x4 02 S.T.P. = 4x4 W1 126 &`-all O.C. MAXIMUM HEADER SPAN (ft.) UP TO 5l-0l To 81-01 4'- 11 1/2 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 I AT EACH END OF HEADER t-IINTIU1 l WALL ANC HEAFDER STUB fREQUIR11ENT5 DEC 1 9 MODEL: 4" TRUSS PLAN ) I B DATE: 12/19/03 SCAMM: V41511-01 SHEET Or 5 1" 6 ELECTRICAL LEGEND 5`I'M}301- DEFINITION NOTES n n 110V OUTLET OF OUTLET il(dV OUTLET WIRED TO (/IIL'1j® 5LUITCH EQUIPI=D WITH 11OV OUTLET GROUND FAULT CzFf INTERUPTER f jj n I n �j�J 220V OUTLET EXTERIOR GROUND FAULT CxFI WATERPROOF INTERUPTER OUTLET SWITCH �3 SWITCH 3-WAY OPER. l4 SWITCH 4-WAY OPER. WALL OUNTED LIGH CEILING LIGHT l VAPOR PRO `o vp LIGHT r RECESSED `o:. CAN I CFM PER VENT. FAN SQ. FT. CU VENT. FAN 1 CFM PER W/L IGHT SQ. Ft. 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT LIGHT LIGHT RAP AROUND _ 2' FLOUREcENT — — — — 4' FLOURECENT PANEL METER SMOKE GATT. RACK -UP O W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR_ COND. A/C DISCONNECT tV TELEV15ION JACK CEILING FAN/LIGHT CIZING BOX REQUIRED TO 5E SUPPORTED IN ACCORDANCE W/ PDX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER � (PRE -WERE PRE -WIRE METER FIELD VERIFY 4/0 ALU. CABLE 15 D AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYF=. A/C SO AMP DISC. 15,a AMP. INSIDE MAIN PANEL #12 COPPER TO DISC. LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER #S COPPER TO RANGE UNDERGROUND - SERVICE BY POWER CO. #4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL TO SEWER ELF%TKICAL PLAN ELECTFR�CAL fRISEIR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPL'r W/ APPLICA15LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOC. OF T.V. AND PH. OUTLETS 4 FAN TO 5E VERIFIED 6HOMEOWNER PRECONSTRUCTION MEETING NOTE: .ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. 3" V.T.R. i � k`' 2 " V.T.R. I I I I LAV. 1 1/2 " MODEL: 99 1 7 9 1ARv9 9 9 4" ELECTRICAL PLAN DATE: 12 /19 / 0 3 SC : V41211-01 SHEET 6 OF C) f &P-4 16" O.C./EA. &TUD 2X4 DBLTOP PLATE 2X4 MID -WALL 2X4 MID -WALL MIN. roll EMBEDMENT 1/2" X 9° BLKG ANCHOR BOLTS AT 3' O.C. BLKc� 'n1"Xro" #10 W.W.M. �'5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 1°'11D-WALL 1/2" X 9" A.B. 32" O.C. 2" ABV. GONG. CV ��PSI EPDXY 25" MIN. ABV. (o" EMBEDMENT BLKG (0" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/� MIN. EMBEDMENT 1 " O.G. MAX. fro" O.C. MAX. `4 ry "6 x" #10 W.W.M. II 0"x6" 010 W.W.M. 2X4 P.T.r6SP-4 1(0" O.C./EA. STUD - SP-4 16O.C./EA. &TUD BT PLATE 2X4 P.T. BIT PLATE 2X4 P.T. BT PLATE (2) CONT. *5 REBARS 1' -4" ° 0 IJA1 8 z GONG. SLAB74 4 - inIi 2 -#5'S ON CHAIRS } CONC. SLAB 4„ 4„ - CONC. SLAB _ m 2 #✓ 5 CONT. I_ _ 3 #5'S CONT. - 2 #5's GONT. _ U TYP. RETROFIT FOR ALL ]I -oil 0 m = 10 TYP. WASINGE LL SECTION 1 � OMITTED FOUNDATION DOWELS `� I,�JOOD FRAI'�E FOOTING LSTORY BLK. INTERIOR BEAiRING WALL INTERIOR BEARING WALL INTERIOR BEARING WALL/NO UFL IFT � 1= STORM' 2 - STOR�1' 2 �� 1-STORY 2A 3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE o-.—#5 DOWEL BAR(ONE SIDE *5 DOWEL BARS 05 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) o� DIM VARIES -1 5/S" n DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.C. -1 5/S" Cul B II ro°X6" #10 W.W.M. i 5/V CURB II ro°X(o" #10 W.W.M. CURB II (O"Xro" #10 W.W.M. ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT �` N MIN r EMBEDMENT �"X6" #10 W.W.M. EXTEND 1 1/2 Q! fK 6 "X6" #10 W.W.M. I� RECESS /2" c0 o II c0 o II 0 ° o o 2-#5'S ON CHAIRS m U c� 2-#5'5 ON CHAIRS v (3-5'S W/2-5TORY) `�all 1 ° ° -' en SING-cLE (3-5'5 W/2-STORY) SINCL 4 m I'-0 2 #5'S ON CHAIRS I -g 3 'S ON CHAIRS 9TOSY STORY I' - 8" TWO 71 p H i CKEN EDGE GARAGE CURB STOP IN51DORY BEARING WALL E FTG. AT GARAGE STEP-UP STORY STORY INSIDE GARAGE 2aSTFTG. AT GAASTEP-UP GARAGE SERVICE/POOL � DOOR RECESS GARAGE CURB GARAGE CURB I -STORY BEARING WALL �A CONC. &LAB OVER CLEAN, COMPACT TERMITE TREATED L, (o MIL. V I S. VAPOR TOP CORD BLOCKING AT 4' (3) # 5 RODS EA. WAY ON 8" CMU GARAGE SLAB N O.C. MAX. IN FIRST 2 FRAMING CHAIRS (MIN. 3" COVER) r 6 "X6 " 010 W.W.M. SPACES AT EACH END. � GRADE m SLIDING DOOR TRACK �t � RAFTER OR TRUSS CURB WALL a° CONC. DRIVEWAY _ CIJ+�S REBAR CONT. ROOF SHEATHING m SLOPE CONC. GARAGE w 2 _0 TO FRONT(1/4"-1/2") BEYOUND o 0 0 _ 7) —8' CMU 1YP. Q 1/2" 3 #5'S GONT. N ° Q GARAGE DOOR I'-�" 3" MIN. COVER p OPENING 6' PVC CHASE----:.-:` '' ' 3 1/2' 2500 PSI CONC. SLAB13 V V 24 X24 EXT. PAD if, 6,tr; 6/MLREMESH VAPOR BARRIER BUILDING LENGTH m ri-1 � SLAB AT SL. GLASS DOOR 2 -STORY FOOTING ON CLEAN WELL COMPACTED TERMITE TREATED SOIL ROOF SHEATHING LAYOUT AND ENDWALL BRACING C2i05 REAR C2 REBAR CONT. FOR GABLE END FRAMING I1-411 3" MIN COVER �I71 II II II I PIPE FOOTING II II II I II II II I I #06 GUN NAILS v ff POURED LENTIL TO BE II II II OUTSIDEA 112 o.C. IN FIELD Qo , GONT. (TYP) #5 REB>4R II II R 2X WALL FRAMING II (I I I DOWEL LAPPED Q " CONTINUOUS I I tu WITH WALL REINF. '":r'tj.�,�•.�.;.`;iw�:,-.,,r;. (3) 1/2 XS ANCHOR BOLTS — I I .� �,:},, �.` 5,r r, ':. V CMU FILLED or (3) 1/2"XS" J-BOLTS - -_ — -_ J I I •,� EuMIN. M c t;'t;• CELL (TYP.) 'E BEDMENT 4.. ,."r f -,z O 11, W/ 2 "X2 "X1/S WASHER AND �� _ �� — v = EXT. FRAME WALL TO NUT SPACED EVENLT FROM 6' Pvc CHASE (2)S REBAR CONT. BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP REBAR LAP 3 MIN COVER T,i'P. FLOOR DECKING IN JOINTS PRIOR TO FILLING. e CORNERS ATTACNMNT TO FLOOR JOIST (SLEEVED ANCHOR IN SOLID GROUTED 05 CORNER BAR POUR ACCEPTABLE RETROFIT) 2-#5'r, REBAR w 1 STORY GELL ALL LAPS 25" MIN. EA. SHEET TO BE GLUED AT ALL 3-*5'S REBAR a 2 STORY TYP. REBAR LAP EXPOSED JOIST 1 � INT CO N S GROUTED TIE TO HORZ. BARS A A EDOOR INFO MAT f CN #86 GUN NAILS e4" O.C. #ad GUN NAIL& e z S MIN. EMBEDMENT a roll O.C. IN FIELD BOND BEAM BRG. HT. TOP 4 BOTTOM EDGES LLI TIE TO HORZ. BARS LU VARIES - u e 8" MIN. EMBEDMENT ��`' } GROUTED 1 COVER POURED LENTIL @ a O BOND BEAM BRG. HT. CONT_ (TYP) LLI ct7LLI U H0RZ. �4 VARIES _ HORZ. REINFORCING VERT. IRE INF. REINFORCING I) Q Z tL Z u0 #5 VERT. REINF. KOOK IN GROUTEID r° HOCK IN GROUTED CELL PRE-CA6T NDR. �� ro GARAGE DOOR BUCK W/ Z GELL (3) 1/2"X8" ANCHOR BOLTS o ;be or (3) 1/2"XS" J-BOLTS < CLEANOUT REQ'D 6" EMBEDMENT MIN. O TYP. EXTERIOR s�I ATr-ZINC -t FOR GROUT LIFT e ` ',`e W/ 2 "X2 "X1/8 WASHER AND _ # - ' - > 5 FT. UNLESS a CMU FILLED NUT SPACED EVENLY FROM @ ATTACHMENT FOR ROOF S-IEATHINC� CLE.ANOUT REQ'D HORZ. CELL (TYP.) _ FLOOR To GARAGE DOOR NDR. ,e ..' •.; FOR GROUT LIFT REINFORCING FOOTING DWL IS > �✓ FT. UNLESS " NOT REQ D. IN JOINTS PRIOR TO FILLING-�. @ uJ�EN GLUED TO ROOF MEMBER HOOK HORZ. REINFORCING Z fk FOOTING DWL IS 1-2X(o PT BLOCK CENTER OF roll -a" EDGES 4 10"-12" IN FEILD (0" HOOK } NOT REQ'D. TGOVER DOOR HEADER W/(1) HORIZONTAL/VERTICAL REINFORCING cn O HORIZONTAL/VERTICAL (1) 1/2"X8" ANCHOR BOLTS C U �� REINFORGING� BRG. CI-IANGE Or (1) 1/2"XS" J-BOLTS T'I'P. EXTERIOIR 6l4EATHING ATTACI•-IMENT 6" EMBEDMENT FOR 5HEAR AND UPLIFT W/ 2"x2"x1/5 WASHER AND NUT (O.S.B. TO BE STRUCTURAL (S;RADE) CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS 1 BAKERS 7 CROSSING LO T# 19 PHAS�E#2' MONOLITHIC BLOCK DETAILS NOTES DATE: 12 /12 /0 3 scAT.E: 1/4's1'-0' 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE 5,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM a FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB-BANp FIRST TWO BAYS LAKE KEHOE,CY1 RESS HEAD 2X6 SUB -BAND -0 2X6 SUB -BAND 4'-0" O.C. MAX METAL LATH ALOMA WOODS LAKE KEHOE,CYPRESS HEAP LAKE KEHOE,CYPRE5S HEAD WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #IS FELT OVER -f/16" 055 OR 1/5" TEXTURED ASPHALT SHINGLES, -1/16' 055 SHEATHING 1/2" PLYWOOD FINISH OVER 015 FELT R-19 INSULATION METAL DRIP EDGE OR 1/2" PLY. W/ 15# FELT 1/16" OBB SHEATHING FIBERGLASS SHINGLES __ R-19 INSULATION OR 1/2" PLY. ON #15 FELT OVER 3/4" T 4 G PLYWOOD 2X4(CONTJ i/16 OSB. SHEATHING7 SEE TRUSS TO BE GLUED HURRICANE STRAPS METAL DRIP EpCaE�[- OR PROPER 2 O.0 BUSSES 4 NAILED (SEE TRUSS PLAN J FOR CONNECTOR) 1/2 CLG. BOARD TEXT. METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING O (I)5 CONT. LL UPRIGHTS OVER 4'-10" EMBEDDED ALUM. FINISHED VENTED SOFFIT LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 0 0 1/2" CLG BOARD 4 TEXT. ALUM. WINDOW 115' TEXTURED FIN15H 8 LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) OVER 15 FELT OVER R-19 INSULATION GMU'5 TEXTURED 1/8'TEXTURED FINISH ON -1/16" O.B.B. SHEATHING FINISH PRE -CAST LINTEL 3/4 T � G PLYWOOD OR 1/2" PLY FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 1/16' OSB SHEATHING OR 1/2" PLY. SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR J015T/FLOOR TRUSS 2X PLATE SECURE FROM 2no1 FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD TEXT. �� `'(� PRE -CAST SILL s 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE 51MP60N HTC-4 32' O.G. MAX. 2X4 DOUBLE PLATE (TYPJ I/2" DRYWALL OR MSTA-24 24" O.G. MAX 2X4 NAILER (CONT.) SEE TRUSS PLAN a" cMU iR-4.2 INSULATION o C1 CONT. FOR HDR SIZE HETTO IX2 FURRING STRIPS BAND D E TA I L IX2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4' WOOED BASE o 0 1/2" DRYWALL SEE FLR./SEEN FOR DES. SILL 8 LINTEL BLOCK FILLED 7/16" 055 SHEATHING WOOD BASE (TYPJ PRE -CAST LINTEL OR 1/2" PLY. UNDER Q c� FELT BARRIER PRE -FAB TRUSS ALUM. WINDOW FLOOR JOIST/ SILL FLOOR TRUSS - 1/2" CLG. BOARD 4 TEXT. 6"X6" #10 W.W.M. SEE FLR./SEEN FOR DES. 32" O.C. STU 2X4 DBL. TOP PLATE OR FIBER MESH SEE FRAME PLANS �� D REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE CONC. SLAB OVER CLEAN, HETA-16"e 32' O. C. MAX I/2" CLG. BOARD 4 TEXT ® 1/2" DR)"WALL COMPACT,TERMITE TREATED ° (1/'5 CONT. z z_ SOIL OVER 6 MIL VIB. VAPOR 2X4 WOOD STUDS } } 81GMU 8 LINTEL BLOCK 1'-4„ 2 #5 CONT. 5ARRIER,W/6X6 #10 WWM (FILLED) IX2 FURRING STRIPS 2X4 GONT. STRESS O.C. N 0 O TEXTURED FINISH 1/4" o 0 1/2" DRYWALL BLOCiGING MID -WALL WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE p SP-4 32" O.C. @ STUD 1/2 "X9" A.B. 32" O.C. z SEE FLR_/EaEv �oR DES (WHEN UPLIFT) T"'1'P. WALL 5ECTION BILL �° EMBEDMENT BL K. I - ST OR"I' ° ° "Xro" #10 W.W.M. WOOD BASE (TYPJ GONG. SLAB z W_ \ 3 45 s CONT OR FIBER MESH PRE -CAST SILL GONG. SLAB 4 1411 Z W n REINFORCEMENT 2 #5's CONT. /11 O Y O 1'-a" 8 CMU 6 MIL V15 I- STOR'i VAPOR BARRIER INTERIOR BEARIN� WALL TEXTURED FINISH 1/4" ASPHALT SHINGLES OVER TYP. WALL SECTION NOTE.- FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON i/16" D.S.B. 2'X4" BLOCKING Q DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2' PLY FIRST TWO BAYS " # 2X4 DBL TOP PLATE METAL DRIP EDGE 4'-0" O.C_ MAX 71(OOZ Xro 10 W.W.M_ 2X4 SUB-BANp ° EINFORCEMENT CHASE GROVEB,WAVERLEE WOODS SEE TRUSS ENG. 2x4 METAL STUD FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z Z 24" O.C. 2X6 SUB-BANp LAN) TRUSS P� } — } LAKE KEHOE,CYPRESS HEAD BRACING (SEE = (3) #5'5 CONT. ALOMA WOODS ROOF TRUSSES e D15L. TOP PLATE `v U m U WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. 1/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIi�ST FLOOR BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FiRAME ALL UPRIGHTS OVER 4'-10" 2X4 16" D.C. MAX (SEE TRUSS ENG. FOR SIZE) 7/5" TEXTURED FINISH Dow -HEADER (SEE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD TEXT. PRE-FAB TRUSS 2X4 PT. 2 X4 NAILER CONT, 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH 7/16 " O.S.B. SHEATHING �� BT. PLATE OR 1/2" PLY. (2) LAYERS 1/16 SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE ON GAoy'D• META 1/2" x 9" A.B W/ O15 FELT Y E ".:•�:.,., MIN. 6 EMBEDMENT O.S.B.S5d,s V EA, LAYER 1/2 DRYWALL 2 DIA. WASHER �/ 2x4 P.T. PLATE W/ o W/2 ad,5 a"-12" O.C. - HDR. STUD(5)/JAGK(5) � .'' � 32" O.C. MAX 1/2 "X9" ANCHOR BOLTS MAX. -'. ' MIN. 6" EMBEDMENT 1/2" X '3" A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 REBAR GONT. W/2" DIA. AT 32" O. G. 32" O.C.MAX STUD TO HDR. FULL LENGTH STUD(B)/ 2X4 CONT. STRESS '�lro" O.C. :•;�; �,.+ SECURE TRUSS TO 2X(o W/ KING STUD(S) 5P-4 BLOCKING MID -WALL 12d '� 6"-a" TOP 4 BOTTOM) 3/4° TC SUBFLOOR A b• GONC. FILLED LINTEL PLYWOOD TO TRUS5 NAILING BLK. REINF. WITH (1)#5 ROD GLUED 4 NAILED 4" O. C. 'a EDGE ;r.;�` ' 6" O. G. ,w IN FEILD all cMU FLR. J5T. 51ZE SEE FRAME PLAN TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' • ` '' R-4.2 INSULATION NAIL PER SCHEDULE 2�1d FLR. STUD TO I/2' CLG. BOARD TEXT. fist FLR. STUD 2X4 DBL. TOP PLATE 1.U0®DRAM TO BLK. 1/2" DRYWALL = _ _ =I -- _ _ _ — — _ _ =I M5TA-3(o 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 GONT. STRESS 016" D.G. WOOD BASE I I I I I I BLOCKING MID -WALL II II NAIL PER SCHEDULE/ 2X4 PT. PLATE SP-4 32" O.C. e STUD 1/2 "X9" A.B. 32" O.G. p � I I I I 1 I BOLT PER FND. PLAN MIN. 6" EMBEDMENT � Z� Gcz 6'x(o° 010 W.W.M. CONG. SLAB z p 2Xa RIDGE p- 0 0 OR FIBER MESH 4 4 2X4 COLLAR TIE /� O 0 REINFORCEMENT T i'i= EXTERIOR OPENING IN FR,41�E 3 s GpNT_ 1-a" — EVERY OTHER RAFTER tlu z } W_ 4 2X6 RAFTS (3- o } U no 2 #5 CONT. u m TYP. WALL 5ECTION MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 0'-0' 4'-I1 1/2' 7'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 2 AT EACH END OF HEADER 3 2-12d EVERY TRUSS 3-12d RAFTS INTERIOR B ,4RING WALL Ix6 NAILER 3-I2d To NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. OR 1/2" PLY. i) 1 NAILER t= MONOLITHIC BLOCK DETAILS & NOTES I��app��y1 TE: 12 % 15 / 0 3 SC ALE: /4'al'-®, # 1000 UPLIFT 5IMP50M MT6-12 LU/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT (2)6IMPSOM MT6-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E LU/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSE FINISH 9 LANDING 3 BOND SEAM TRUSS ANC�40fR IDETAILfRETROFIT 9" MIN, LESS THAN 10' REQUIRES I' NOSING P15L 2XI2 FLOOR JOIST —" 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DfA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRA5PA5ILITY WINDERS- MIN. 6' WIDE Q NARROW END MIN. 11' WIDTH 9 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - IX5 R15ER LESS THAN 4" TYP, BETWEEN SPINDLES II UC2 PT.TOP OF BOX DBL. TOP PLATE —,_�- 6P4 OR H-5 TOP PLATE TO ;STUDS 2"-O' A5V. 10'-O' LEVEL TO ROOF 2X4 STUD OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0' 1/16' OR I5/32' O.S.B. N NTEXTURED 10 _0° FINISHED FINISHEP OVER — — — — — GALVINIZED METAL PAPER 5ACK LATH FRAMED CRICKET SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS HANG 1/2" L IX P N051NG TYP. � 4 m � r STA I D SECTION D TA L,5 PRE. ENG. TRUSS C H I T N rz"T' D E I AIL 5 SIMPSON H-5 (MIN.) 2X4 ATs 2X4 TO TRUSS fPI-ATr=-\ SECTION PRE. ENG. TRUS 1X2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 CRICKET 2'-5 -1/2 " FLAN VIEW FROM TRUSS :)5L. PLATES ABV. 12" z z I 36" MIN. FINISH q STAID UJINIDDETAIL ASPHALT SHINGLES OVER M 15 FELT ON -T/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHINGSEAMS (2) 1oar d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-loll 7/16' OSB SHEATHING USE 5d NAILS AT 4" cc. EDGE 4 6" o.c. FIELD 2Xfo PT. PLATE DOLT W/ 1/2'X9 A.B. COMMON (W/ 2' piA. WASHERS) g 32' O.C. MAX. 1/2" CLG. BOARD TRUSS 24' o c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. I-S REBAR CONT. 2X4 5PF RAT AD NT TO DIAGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 6 0'-0" (3) 'X' BRACE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,45LE END CROSS 5RACINCz 1-STORY -1/16" 055 1 1/2" PLYWO W/ 15# FELT SIMPSOI HETA-I4 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TQ BLK W/ META-16 F — — 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. e 2x4 5LK SECURE THRU TRUSS W/3-12ds PER ENG'D TRUSS 24' O.C. MAX 1' -0' 21_01I EXTENSION e OPT SERVICE DR. N.T.S. IETAL LATH TEXTURED 1/16" OSB OR FINISH 1/2" PLYWOOD W/ 150 FELT ?X6 (CONT.) -2X(o (CONT.) ?X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) EXPANSION 2" MIN. JOINT OVERLAP CAULK SIMPSON CMU'S HETA-1& CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY (2) 2X4 02 ND SYP DIAGONAIL BRACE W/' 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST AFIELD12 AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' '1/16' OSB SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' Oz., 2X4 W/ 3/8' X 5 LAG OR 5IMPSON HTC-4 is 32' O.C. MAX SHEATHING NAILING TO BIE &'-8' O.G. IN FIELD 4' O.C.'VALL EDGES W/Sd NAILS FIRST FLOOR E3LOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER Y I5 FELT ON 1/16' O.S.B. — 1/2' CLG. BOARD '—TR655 24" o.c NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. 2X4 S7P RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD I6' O.G. MAX. 2X4 E3TM. PLATE iUS-FLOOR ,TAILED HETA-16' FLR JST TO BLK � \\—FLR TRUSS 1- "5 RE BAR CONT. 0'-0" TO 30'-0' (I) 'X' BRACE 30'-1" TO �oO'-O" (3) 'X' BRACE (I 'X' BRACE Q CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,45LE END CROSS 5R,4CIN 2-STORY '• A MONOLITHIC ]BLOCK DETAILS & SECTIONS DATE: 12 /15 /0 3 SCAZE: V4'■1'-0' 2 X 4 (MIN 2 X WI-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' 2 X 4 (MIN 2 X 3) I-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN HEAD SIZE 300 O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 18' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ASV. MIN HEAD SIZE 300 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON I/4' TEXTURED FINISH MIN EMBEDMENT I I/4") 16" HIEGHT. OR DRIVE PIN (MIN SHANK 51ZE.145 , 8' FROM EACH END AND 18' MIN HEAD SIZE 300 1/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT I I/49 l/16" 055 SHEATHING 8' FROM EACH END AND 18' 2 X 4 16' O.G. 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.) OR DRIVE PIN (MIN SHANK 51ZE.145 7/16' 055 SHEATHING 2 X 60LID BLK'G 6 ARCH MIN HEAD 51ZE .300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 8 NAIL W/Sd'S 8'-12' O.C. TTACHMENT PER MANUFACTOR'S SPEC'5. 8' FROM EACH END AND IS' CMU WALL MTL WpW FRAME O.C. MAX. MIN 1-1/4' EMBEDMENT NOTE: NO GAP o WDW FRAME TO EXCEED 1/4' � i4jRGHUJANr IDTA L CUTAUUA""r NAILING SCHE®UL_E AL_L_ N®TES IN REFERENCE ROOF D IAPHRAM T® F L- (D R I ®A S U I L.ADI N S UBE 9A6' O.SB. OR 1/2' PLY WITH 'S GUN NAILS AT 4' OZ. AT SUPPORTED2 X 4 (MIN 2 X 3) 1-3/16 TAPCON INTER-EDIA PANEL EDGER AND 13 GUN NAILS AT 6' Oc. AT ��®E 2001 INTERMEDIATE SUPPORTS. ALSO BEE DETAIL. OR DRIVE PIN (MIN SHANK 51ZE.145 (A PRECAST HEADER(MIN) ROOF SHEATHING TO GABLE END FRAME MIN HEAD SIZE .300 ` DBL• TOP PLATE USE °a GUN NAILS • 4' O.C. SITE PI--,/�N N�T�S MIN EMBEDMENT 1 1/4') '/8" TEXTURED FINISH EXTERIORSHEATHING 8' FROM EACH END AND 18' USE L 5 ES OR I/1' PLY WITH 4' CAN NAILS AT T7 O.C. AT SECURE 2 X RIP TO FIT PANEL AND AND re GUN NAILS 4' OC TOP 1 BOTTOM MORE THAN i/16' OSB SHEATHING PANEL AND re GUN NAILS AT b' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IB' ABOVE O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12d5 6'-8' O.C. MAX. INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. GROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. I6' HIEGHT. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR ELEVATION OR DRIVE PIN (MIN SHANK 5fZE.145 ASV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION MIKI i.1CAr G17C a�� 2 X 4 (WHEN OVER 16' IN HIEGHT.) NAIL REQUIREMENTS of FINISH FLOOR SLAB WITH SIGNED AMP SEALED BURIIEY__ 1L t1L VILE iuiri MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND IS" O.C. MAX. MIN 1-1/4" EMBEDMENT � "I/16' OSB SHEATHING 2 X SOLID BLK'G ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTOR'S SPEC'5. SIZE HEAD LENGHT DIA TEN81L 9TR 3) LOT DRAINAGE SHAi-L GONFORI'1 10 ALL LOCAL CODES, REGUL,wi icnva AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. t .,a ecy.nrnv_ cTr aunt i rnlcnaM rn nr7dl ad ROUNp,MopIFIEp OR T 1 1/8' .113 110/D00 Imd a I/8" lab I10m00 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MtL WDW FRAME NOTE: NAILS TO BE MFG. BY MEMBER OF INT. COPEB, REGULATIONS ANp RESTRICTIONS HAYING JURIBpICTIONS ANp OR DRIVE PIN (MIN SHANK SIZE.145 t-NOTE: NO GAP im WDW FRAME /STAPLEML 4 TOOL ASSOCIATION Cam+ A8 SELECTED BY BUILDER2X4 BLOCKS GEN RAL® N®TES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE MIN HEAD SIZE 300 O EXCEED 1/4' PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MIN EMBEDMENT 1 1/4'J ' - CMU WALL 1. DE51GN AND LOADING �q �+ 8' FROM EACH END AND 1&' I A. ALLOWABLE UNIT STRESS AND DE6RG CRITERIA: P L U ® I N N QT S O.C. MAX. MIN 1-1/4' EMBEDMENT A �C � W A � D T A I � C U T A W A � I. BUILDING CODE REQODE 2 TS FOR RJ=INFORCEp CONCRETE ACI 31B �`�f 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 11 CE F CT (PERWIND SPEED MAP! 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) [DETAIL 1 ® II j�\II 4. WIND IMPORTANCE FACTOR 11) AS APPROVED BY THE BUILDING OFFICIAL. i(o I Y ro WIND EXPOSURE 'B' 2) WATER LINES SHALL BE CPVC. 6. INTERNAL PRESSURE CO -EFFICIENT +18 7HRU -IS 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE 501L BEARING PRESSURE USED IN DESIGN 2000 P51 FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WIT41 ACI 31D AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR 5TRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 25 DAYS 6) HOSE BI55 TO BE PROVIDED WITH BACKFLOW PREVENTER. C. REINFORCING BARS SHALL CONFORM To ASIM A615 A616 OR roll, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4� WATTS PER SQUARE Fool OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 P6F 8) PLUMBING FIXTUWdS, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OUgER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 5YP. ALL STUDS SHALL Bi= STUD GRAPE SF F. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL 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. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' 6. TRUSSES RISFR DIAGRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANOUT5 FLUSH WITH GRADE. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. lU NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, 1. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) 51ZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001.A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM 0-226 C �q, �+ 14) PLUMBER TO DIVERT ALL VENT8 TO REAR ELEVATION WHEN POB8I5LE. F®U N COATI CAN N®TES 15) ALL WATER CLOSETS SHALL BE WATER SAYING IA, GALLON FLUSH TYPE 1. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING �L_® 'K N®TES PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AG1 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SHOP DRAWINGS WITH ACI 315. SHOP DRAWINCzS SHALL BE SUBMITTED MA50NARY IN ACCORDANCE WITH ASTM 010 AND C145 AND SHALL DBL. TOP PLATE TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MBAR A NET AREA COMMPRES5IVE 9TRENGHT OF 1900 PSI. B 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. DBL. TOP PLATE DBL. TOP PLATE METAL ACCESSORIES AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE DBL. TOP PLATE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: BARRIER OVER GLEAN WELL COMPACTED TERMITED TREATED SOIL_ A. ASTM A132 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2X4 16' O.C. MAX. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS ASTM A90. 2X4 16' O.C. MAX. MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE I/2'x8' W/ 2'x2"xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' D.G. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY MASONRY UNITS SHALL BE SECURE 2X4 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 2. BED AND HEAD JOINTS SHALLLBHEE3/ ANHICK. JOINTS. TO WOOD W/2-12d ROOF LIVE LOAD: 20 P5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BONA CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 SECURE 2X4 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL 6'-8' O.C. STAGGERED �. TO WOOD W/2-126 m PER WIND MAPJOINT REINFORCEMENT, IN .ADDITION t0 VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 RE -BARS I -STORY, SHALL BE PLAGFP IN BEP JOINT6 AT NOT MORE THAN 16' O.G. 6'-8' O.G. STAGGERED 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: BT. PLATE CORNERS. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO.5 BARS. BT. PLATE MINIMUM OF 25. 2. WHEN 2 BAR& AREIN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. SECURE 2X4 W/2-3/16' TAPCON8 9. ALL FOOTINGS ELEVATION MUST BE 12' BELO'W 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED OR DRIVE PIN (MIN SHANK SIZE.145 IIIIII FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. MIN HEAD SIZE 300 SECURE 2X4 W/2-3/1(o' tAPCONS ARC WA 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN S' OF EACH END NOT TO MIN HEAD 512E .300 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN a' OF EACH END NOT TO MIN. 2-12d PER BLK. EA. END EXCEED IS' O.CMAX. 1/2" PLYWOOD OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-126 PER BLK. EA. END OR -1/16' 0.5.15. T 10fP,, A CHLUA�- W/lU f NE)OL T f0 A C�4IJAN"r J EC l, 9 2003 1 BAKERS CROSSING MONOLITHIC BLOCK L TAILSOTES DATE: 12/15/03 sc V4'■I'-®' 1 9 FV D ' NOTE ® SECURE TO BLOCK #NOTE• 2 X 4. " ® STRUCTURAL 2X MUST BE ON OUTSIDE ¢ SECURE TO BLOCK W/3/16" TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURI=' To BLOCK W/3/16' TAPCONS OR DRIVE W/3/16 TAPCONS OR DRIVE SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK 51ZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 MEMBER (I'X O I . 1-1/ ' EMBEDMENT WITH MIN HEAD SIZE 300 MEMBER C1'X OR �/16' O.S$J WITH MIN HEAD SIZE 3ID0 3/16' TAPCON MIN. I-I/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. 18" O.G. MAX. SPACING. 1X4 P.T. OR 5/4' X 4' MIN. 2 X 6: SECURE THUR FRAME AND 2 X 6: ® SECURE TO BLOCK 2 X 6: EXTEND 1-I/4' INTO BLOCK SECURE TO BLOCK W/2-3/Iro' TAPCONS OR DRIVE SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE W/2-3/16' TAPCON5 OR DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK I .1 DRIVE PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 PIN IMIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN HEAD 61ZE 300 MIN EMBEDMENT 1 1/4') --1/2" DRYWALL MIN EMBEDMENT 1 1/4')F1 WITHIN S" OF EACH END 4 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH ENp 4 8 CMU-- I'X4' OR I°X2' P.T. NAILER WITHIN 8' OF EACH END d IS' O.C. MAX. SPACING. WITHIN 8' OF EACH END 4 18" O.C. MAX. SPACING. IS' O.G. MAX. SPACING. —POOR CASING 18 O.C. MAX. SPACING. 2X8: SECURE TO BLOCK 2 X 8: NOTE: 2 X 8: W/2-3/16' TAPCON5 OR DRIVE 1/2' DRYWALL SECURE TO BLOCK SHIM AS NEEDED SECURE TO BLOCK 1/2' DRYWALL PIN (MIN SHANK SIZE.145 8" CMU 1'X4' OR I'X2" P.T. NAILER W/2-3/16' TAPCON5 OR DRIVE---1/2' DRYWALL DOORJAMB TO PLUMB JAMB W/2-3/16' TAPCONS OR DRIVE g, CMU4 PIN (MIN SHANK SIZE.145 8' CMU—= 1'X4' OR 1"X2" P.T. NAILER ATTACH TO 2 X DO NOT EXECED 1/4'. I"X4' OR 1"X2' P.T. NAILER MIN HEAD SIZE 3IDID (/16'0.5.5 X (4' MIN.) PER MANUFACTOR'5 DETAILS. PIN (MIN SHANK SIZE.0 - DOOR CASING MIN HEAP SIZE 1 1/ _ MIN HEAD SIZE 300 POOR CASING WITHIN EMBEDMENT OEND 4 1'[DO X l4' MIND /� /� MIN EMBEDMENT 1 1/4') 15' O.G. MAX. SPACING. MIN EMBEDMENT 1 I/4") DOOR CASING = D O C R J,4M 5 TO BLOCK +3 /i OF, +5 /' WITHIN 8" OF EACH END 4 DOOR JAMB NOTE: WITHIN 8" OF EACH END d NOTE: 18" O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED DOORJAMB NOTE: WINDOW II I III /� IS' O.G. MAX. SPACING. SHIM AS NEEDED SHIM AS NEEDED W I I Y D O W T O E3L C C +3 /4 O +� /i TT WINDOW D PLUMB JAMB OR WINDOW D PLUMB JAMB OR WINDOW ATTACH TO 2 X DO NOT EXECED I/4'. ATTACH TO 2 X TO PLUMB JAMB ATTACH TO 2 X DO �107 EXECED 1/4". DO NOT EXECED I/4'. PER MANUFACTOR'S DETAILS. PER MANUFACTOR'5 DETAILS. PER MANUFACTOR'S DETAILS. ,= [D00F JAME5 TO 5LOC< +1=1/2 "(�)=IDCOfP, JAMS TO E3L0C JAMS 0 OTC � 1/ 11 WINDOW TO 5L0C;+1=1/2 II UJINDOW TO E5LOCX +1=15/1ro'I WINDOUJ TO 5L=0C;+2 1/411 2X4: ® 2X4: ® 2X4: -NOTE- ® 2-2 X 4: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK -NOTE- -NOTE, W/3/16' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16STRUCTURAL 2X MUST BE ON OUt51DE 4 ' TAPCONS OR DRIVE W/l/4" TAPCONS OR DRIVE SECURE TO BLOCK PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-57RUCTURAL PIN (MIN SW/1/4' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL HANK SIZE.145 PIN (MIN SHANK SIZE.145 AL MIN HEAD SIZE 300 MEMBER (1'X OR -1/16' O.S.BJ WITH MIN HEAD SIZE .300 MIN HEAD SIZE 300 MEMBER (1'X OR 1/16" O.S.BJ WITH PIN (MIN SHANK E.145 SECURED THROUGH NON. STRUCTURAL MIN EMBEDMENT 1 1/4') 3/16' TAPCON MIN. 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/4') 1/4' TAPCON MIN. 1-1/4' EMBEDMENT MIN HEAD SIZE 3IDID MEMBER (1'X OR �/16' OS$.) WITH WITHIN 8' OF EACH END 4 INTO BLOCK WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/4') I/4' TAPCON MIN. 1-1/4' EMBEDMENT IS' O.G. MAX. SPACING. 18" O.C. MAX. SPACING. IS' O.G. MAX. SPACING. WITHIN 8' OF EACH END 4 INTO BLOCK 18' O.C. MAX. SPACING. 2 X 6: ® 2 X 6: ® 2 X 6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 2-2 X 6: W/2-3/16' TAPCONS OR DRIVE W/2-3/16" TAPCONS OR DRIVE W/2-1/4' TAPCONS OR DRIVE SECURE TO BLOCK PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 W/2-1/4' TAPCONS OR DRIVE NOTE: NOTE: PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 SHIM AS NEEDED MIN HEAD SIZE 300 SHIM AS NEEDED MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") TO PLUMB JAMB MIN EMBEDMENT 1 1/4') TO PLUMB JAMB MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 WITHIN S' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 8' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') 18' O.C. MAX. SPACING. 18' O.C. MAX. SPACING. IS' O.C. MAX. SPACING. WITHIN 8" OF EACH END 4 2 X 8: ® 2 X 8: ® IS' O.C. MAX. SPACING. SECURE TO BLOCK SECURE TO BLOCK 2 X 6; W/2-3/1ro" TAPCONS OR DRIVE 1/2" DRYWALL W/2-3/16' TAPCONS OR DRIVE 1/2' DRYWALL 2-2 X 8: 8' CMU 8' CMU SECURE TO BLOCK PIN (MIN SHANK 51ZE.145 I X4 OR 1 X2 P.T. NAILER PIN (MIN SHANK SIZE.145 1'X4' OR 1 X2 P.T. NAILER W/2-1/4' TAPCONS OR DRIVE---1/2' DRYWALL SECURE to BLOCK 1/2' DRYWALL MIN HEAD SIZE 300 MIN HEAD SIZE 300 PIN (MIN SHANK 51ZE.145 8' CMU 1'X4' OR 1'X2' P.T. NAILER W/2-I/4' TAPCONS OR DRIVE CMU 1°X4" OR I'X2' P.T. NAILER MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 1/16' O.S.B. X (4' MIN.) PIN (MIN SHANK 5IZE.145 I'P.T. X (4' MIN.) WITHIN a' OF EACH END 4 DOOR CASING WITHIN 8' OF EACH END 4 --DooR CASING MIN HEAD 51ZE 300 MIN EMBEDMENT I I/4') 16' D.G. MAX. SPACING. 18" O.G. MAX. SPACING. WITHIN 8" OF EACH END 4 MIN EMBEDMENT 1 1/4') DOORJAMB DOOR JAMB IS' O.G. MAX. SPACING. DOOR CASING WITHIN 8' OF EACH END 4 OR WINDOW 2ND 2x SECURE TO 5TRUCTUAL MEMBER OR WINDOW DOOR JAMB 18' O.G. MAX. SPACING. DOOR CASING ATTACH TO 2 X W/ (2) 12d WITHIN 8' OF EACH END ATTACH TO 2 X OR WINDOW NOTE: NOTE: 6" TO 8' O.C. MAX SHIM AS NEEDED DOOR JAMB SHIM AS NEEDED PER MANUFACTOR'S DETAILS. PER MANUFACTOR'S DETAILS. ATTACH TO 2 X To PLUMB JAMB ATTACH TO 2 X TO PLUMB JAMB PER MANUFACTOR'5 DETAILS. DO NOT EXECED 1/4'. PER MANUFACTOR'S DETAILS. Do NOT EX)=CEp I/4'. =DOOR J AM5 TO OC< +3 II = D 00 J,4M5 TO 5L CC< + " _ OO R J AM5 TO E3L OC,< +3 _ 1 /16 " B =DOOR J AM5 T O E3L OCR +3 =3/4 11 WINDOW TO 5L OC< +311 WINDOW TO 5L OGi� +311 WINDOW TO f5L OC< +=3 _ 1 /1(oII UJf ND OUJ TO E3L OCR +3 3/4" (W1 NON-STRUCTURAL MEM5ER TO OUTSIDE) DEC 19 2003 I BAKERS CROSSING LO T# 19 PHASE#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 12/15/03 SCAE: 4181'-0' SHEET 5 03F 5 O Ln 0 03 Ln 0 CD cn 0 z w 0 w I— z n 35t-091 26'-8" I Z v k__j L_ I L_ I I N L7 /-\ I L I N I I\ I 191_411 4J_0:J 1 11 t_gtJ 4J, 'I z w 0 w I— z Q n O 0 O 1 O Ln 1_1J I I \L I VV 1J1 IUI \J I\L Ix 1_; 1 I\L-.L1 DUE TO DEFLECTION DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENGI PACK) FOB MAXIMUM ffFMWf55, INM151kONCOALK5 KPOW 5Ni;MCA 15 PPM IFP fO TMF5. ATTENTION 'WA - - DON'I LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 00' BY THE PEAK CONSUL -I HIB-91 n less 30, to G0, Sp 30' Spaan Spread r Bar GO degrees .� or less i� I/2 __11 V to i/2 _ I Une span ¢pprax. Ta Une span npprax. �I REFER T❑ HIB-91 Truss must be set this way if crane used, Truss is an example, your truss may not match. Insist crane operator sets truss this way. T r u s s 1515 A fP,L65 UIT f MI. W5 IM-NNM,12 0 AIP li'll -ffl�- l ;5fA0 A-flQN Crr'f0_6� —51 �Nctl,\ dT 1 ,515 PMVV1;1%65 AW ,-;.CriiWl,PAL5 ,t, 'fl 6 POCK L TYPICAL WALL -SECTION Alternate loading notes WIND SPD/YPE= 120/ ENCLOSED OR: BLDG EXPOSURE= B USAGE-- RESIDENTIAL CAT II Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requiref-nents of the Florida Building Code as follows: Up to 120 mph 3—second gust wind speed Enclosed buildings (landward of` the wind—borne debris region) Exposure B A 7 I) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. 2) All hangers to be Simpson HUS26 unless otherwise noted. 3) All truss spacing is 24" O.C. unless otherwise noted. 4) Per Truss Plate Institute FIIB-91 recommendation permanent X—bracing should be placed at a maximum spacing 15' Q.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB-91 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD. = MPH UPLIFTS BASED ON = 10 PSF FLOOR LOADING SCHEDULE TCLL = JPSF TCDL = BCDL = TOTAL = UPLIFTS SPAN/UPLIFT A=<450# =< B =< 270# =< C =<200 =< D =< 210 =< 8' -011 -- KWW&� TO 12' + +�++ // LOAD/i DESCRIPTION ]NIT. DATE RAOI REV. BIB-131 TRUSS LMG 1/22/01 RAOI REV A2,132,C2 TRUSSES LMG 1/22/01 RAOI REVISED FOR FBC BjW 3/26/02 CARPENTER G CONTRACTORS OF AMERICA 3900 AVENUE & N. W. WINTER HAVEN FLORIDA 33880 PHONEI (80 0) 959-880 6 FAX: (863) 294-2488 BUILDER: D.R. HORTON PROJECT: VARIOUS GB-1794 "B" CCA PROJ/MODEL: 5H4/1794B j ello ALT: OTC: LOT: 1 BLOCK:G� ff ER PAGE L�- DATE: 24 99 LAN# _ SC LE 307231 A 30723 3 �0 0 DJ<'d 2 3.53 PM i