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HomeMy WebLinkAbout219 Clydesdale Cir 04-313 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D K Horton Nat'l Dr #10 6250 Hazeltine Orlando, FL 32822 (407)857-9101 CBC 055300 i ---- PHONE NUMBER PROPERTY OWNER ADDRESS A PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION Quks,"D PERMIT # a DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE d H w .Y f 't r F� rk r a :k 4 � s $f. s r j �f �j f E4 rk L sk_ Y+ tt DESIGN CRITERIA. FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY— RESIDENTIAL — GROUP R • CONSTRUCTION TYPE - .VI • 1-STORY RESIDENCE: BLDG HGT 10' -7" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: o 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 PR'.ESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE I1'N 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 CONFOIIZM 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 FRC, SECTION 1606A) B. STRUCTUAL LOADS Y FLOORS C SLEEPING AREA_30PSF . LIVE 1OPSF rDEAD FLOORS—@_NON_SLEEPING AREA-44OPSF LIVE.1OPSF DEAD BALCONIES-40PSF LIVE 10PSF DEiAD 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—EFFICEN`T=+ .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 TEATED) 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 FABRICATIONd. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SE(C.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 PG IA —DOWEL LAYOUT PG 113—LINTEL SCHEDULE PG IC —WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" FRONT —REAR PG 3B —ELEVATION "B" FRONT —REAR PG 3C—ELEVATION"C" FRONTT—REAR PG 4AB ELEVATION"A & 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 SECT ONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS DAffluk, oil www. drhorton, com 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 4 3 PLANs qVIEWED C'Ty OF SANFORD SEP 3 0 2003 LOT #59 JPHASE #2 I ss j, � 41 ek f d q r� 1 H F �f 1 � 4 J �I x, :1 k F, i{ ?c '—a^ DOWEL PLAN DOWEL PLAN P ENTEX an me 39' - 011 10'-011 %/J7�� 5'- 0 11 3'- 8" 2 1'- 0 11 � I_ 2 1I 2 1_ 11 OPT. 2 -S `0 DOOR W/ ' CONC. PAD 5'-G 1' I 2'-811 I 21'-�" 4 - D1 Ki N I WG.,I I I I N 31/2" U w I NWR. I 1 ,wa I N I L J I I I GONG, z pr } O� I I I D1 D1 �' C OPT. I I SLAB — O= — L J IsHOWERI �, p1 1m I I I Z� I � co2Lu D 1 o m `�' u ``' X I TUB II t ( m ® =31/2 N LAV. LAV. EXTENDJ 10 - I'-511 21_ II 51_11I 21 / 11 tl1 28'-/ " SLAB 1 1/2'1 -011 51 311 21_/'Cl 11 - KJ ✓ Kl O�PTIONA�L " E I - 0'-0LEV. FIN. CONC. SLAB I MASTE'Q BATH m 0'-0" ELEV. ® ' FIN. GONG SLAB 3 1/2" CONG. REINFORCED W/ro"X(o" #10/10 WWM ON (o-MIL. j VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE TREATED FILL OR DI O APPROVED SUBSTITUTE, I — N ® (RECRUIT SYSTEMS — ( I 5 TYP. B 1 I Q I I I D1 1 DI I D 1 L--J e I I EXTEND D I SLAB 1 1/2 OPT.— ■ I L 15LAND J I cn I I i■ ■ 1&1-211 -0" 1(o'-ro" �r I I CENTER OF p ® I CENTER OF 2X6 WALL = '' II 3 1/2" `v 0 2X� WALL L� GONG. LL Co q I OPT. I II — — -I �, ■ 5LA5 n o= 0 �}mot 1 OPT. I I I RI-F. I II IRANGEI I 'n I 3 1/2" 1 oNZ �Jj% I L I D I �_—J JJI L- - 1 o _ —Ci — _ I 24 X24 X12 CONC. PAD W/3-#5 BARS E.W.(ON CHAIRS) U � I ZZ w WATER HEATER IN m r — —, CHASE'P1-" MIN. 3" COVER w d Q — r-) I OPT. I I I^ (3)TYP. X = zO SAFTEY PAN \ �} // ® \ wcil I I W. I I'-8'1 I 81_811 III -loll V1 UlUU m — LJ--J I -I =0 [Q 5 1Z -Q / D1 `" — — — EXTEND I 2®'-�" 3 = 'C.l I II m0 I I SLAB 11/2° � 18 -3 WO TUB I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -_- ----- -- _ _____ I SENTRY ELEV. c '- A/C _ �CONF-0 �4" P.V.G. 4 " L 15' -10" i 3 1/2" I I I D1 I I - �n m I I m REGESS 3/4" & 0'-0" ELEV. I N — — — I EXTEND SLAB 1-1/2'' I FIN. GONG. SLAB W/OPT.DOOR OPT. 2 -8 DOOR W/ m PAD I 000NG. I D 1 ■ ® I /I a 1\ EXTEND N I ND E E ■ Ila I1 N.B. v D 1 -4 1/2" 1'-III 19' - 811 SLAB 1 1/2" loll I D1 1 rF 3 1/2" GONG. J SLAB -3 1/2" ■ ■ SLL// III TYP. B DI 13'-411 24"X24"X12" GONC. PAD s-#5 BARS E.W.(ON CHAIRS) - MIN. 3" COVER m N -I il'-Oil SL/ 0. SEP 3.0 7 MODEL: � 9 499 FOUNDATION 8c DOWEL LAYOUT DATE: 9/26/03 SCALE: 1/41=11-0' SHEET I OF 5 J BAKERS CROSSING LOT #59 'HASE #49" MODEL: 99 1 7 4 L99 9 9 499 LINTEL SCHEDULE DATE: 9/26/03 SCAIAE: 1/41=1'-0' SHEET IAOF 5 SEP 3 0 2003 IBAKERS I CROSSING LOT #59 'PHASE #2,m� MOIDELo 99 1 7 4 L 97 W-4 99 WIND LOAD CALCULATIONS (033ATE: 9/26/03 SCALD: 114'=1'-0' SHEET I B OF 5 SEP 3 0 2003 SQ.FT. CALC o S LIVING GARAGE LANAI ENTRY 1100 430 78 22 SO. SO, SO. SO. FT. FT, FT. FT. TOTAL ENTRY ELEV. TOTAL 2302 11Cil al 22eO SO. SO. SO. FT, FT. FT. �i I 4rmh.,.. '00 mpd KITS 3(0' 0000 00 REP. \ / 0 SPACE RA CAE _------- FOYER �- - - - - - - - - -- 1 (o,5" x 9' x la' ELl .TOP (ELEV.A) I (2)) 25-6H W/ roa" x Ia" ( LEV.54) ELIP. T(OP (ELEV.-A) ,� I (2) 26-SH _ TEMP EMT. TEMP. (2) P-0" 5L. W/ TRANSOM AI3V. = N - I I-QII 1�1-all 2'-a" Y I (oXro F05T = (3 )Tyf=. I- I I� f 8 1- 8 11 III - I I I 201-011 l ---------------------- -------------� ENTRY IELIEV® c'� CONC. PAD W/ DOOR OPTION II \ III 0� ,� I \� 25-SH _ I 1 oesH OWNERS E)o � I BATH I I xv. n I m LAV. LAV. f I I O O N I (ti 0 0 O o W . 1. C . \S) I 9'-4" CLG. (CARPET) IR-ISH cv m I O c0 � N I IN i--\ L CONp.� I \\ I L--- - OPT. 2-a POOR W/ CONC. PAD I N 25-SH OWNERS BEDROOM 9'-4' CLG. (CARPET) 21-a11 I01-011 21-411 I i �a Z� o I _ LANAI O � I r- (00(05 S.G.D. O 1R-ISH 4-0 5F. cp m I �r- /J� I 12'-10' 91--111 I-811 KITCHEN 9' -4' FAMILY _BDRM.#2 _ ROOM -` 9'-4" cI-G. 9' IU.1 1 (CARPET) (CARPET) I► - I !DC) I4'-O' 3' 111�- I OPT. i Z ® c ) ISLAND o m V 11 I — — RANGE``' BDRM.#3 �.8 Mc.N 5-sH I OPT. 9'-4" CLG. O �� I RE1=.—I — — — — (CARPET) HALL ° ° N _ _ L_ _ _ J O BATH LAUN. - - - - '-4" CLG. ARCH 4'-1011 0'-2" 5'-�0" WC. (o'-I1' I I 4'-011 12'-311 BFL—_—J -' DINING III 4 ,� o Q ROOM WH. 1 II N 1RISH MT. L — — J (CARPET) r- --p 22 X 54 ATTIC I Q3,�, L ACCESS— , W/ OPT. PULL DN. STAIRS IN20'-211 lro'-31' O GARAGE 9'-4' CLG. I I(0'-0' X 11-0" O.H. — — — — --- — — — — — — — — — — — — — = FOYER roa`x12'xI0" I LIP.TOP (ELEV.A) a'xla" (ELEV.Bec) t I MT. (2) P-0" SL. W/ TRANSOM A5V. BARREL CLG. I■ I B 01 1�\ ,MIRROR r,--,OWNERS BATH r- I \\ MIRROR HALL (BATH A �17� 41-0" 71-411 a 1 - 0 11 I - - - 14E� 111111 1H3-SH -311 OB.S m ._ OPTIONAL OWNERS TUB BATH DECK V-4" CLG. LAV. LAV. A.F.F. o o0o O0o (2) 25-61-1 W/ ELIP. TOP (ELEV.-A) (2) 2(o-SH W/ SEE ELEVATION (ELEV.-5) N - m N 1-411 l0 -011 -10" i'-8" III -Oil 20'-0" 39' - a" 111"'Il 11, yj J L in r, J\ 1, /\) I WL11), OPTION!1L OWNERS BATHROOM 4'-0" 41_a1' 6 AR-' C H O EXTERIOR . - WALL E3— Erpi- 1,��11111111 i■on�o■■o■■' BAKERS CROSSING LOT #59 PHASE #21 MODEL: 97 1 7 4 ti L99 W-4" FLOOR PLAN DATE: 9 /2 6 /0 3 SCAa.AE: 1/41=1'-®' SHEET 2 OF 5 t fi p; i )L i; � 1 i I s' ar i r ;r :j I EXTEND ROOF W1 OPT. SERVICE DOOR 9'-4" BRCS. GG� L ,2'—ID" ID' —ID" FIN. FLR.,. ID'-D" FIN. FLR., OFF RIDGE VENT -oil N 12 24" DEGO7\ RICKET LOUVER _ — 2ID"XI2 DECO. ID" O.H. I SHUTTERS u FRONT F.LEVATIO'V TEXTURE �FINISN OFF RIDGE VENT OFF RIDGE VENT RIGHT EI,EVATION ,6 14'-1ID" BLDG HGT. IV ,W I room_ g'-4" BRCS. 9'-4" F3RG. 1 ' — ID " IjI� � SGORED STUCCO BANDS AID' -ID" FIN. FLR. ID' —ID" FIN. FLR. 12 EXTEND RooF OPT. RVICE DO BRCS. 4SE/E ID" 0'-0" FIN. FLR. 12 ---, I (o REAP: ELEVATION EXTEND ROOF W/ OPT. SERVICE DOOR 9'-4" BRG. ,AID' —ID" FIN. FLR. LEFT LEFT ELEVATION TEXTURE FINISH 12 EXTEND ROOF W1 OPT. SERVICE DOOR EXTEND ROOF W/ OPT. SERVICE DOOR 9'-4" BRG. '-IDI' I I '-011 I�I I TEXTURED FINISH I I OPT. DOOR W1 CONC. PAD EXTEND ROOF UJ/ OPT. SERVICE DOOR -ID" SERVICE DOOR II ID' —ID" FIN111�/. FLR. 9'-4" B 0'-0" FIN. FLR. SEP 3 0 200: BAKERS CROSSING ILOT #59 PHASE #21 MODEL 99 1 7 4 eJ L 99 9 9 4 99 ELEVATION 79 B 97 r.AT:..: 9 /2 6 /0 3 JCATE: 1/4'=1'-9)' '1 is f >;� K 3. I J � 4 I , f, r II s _I s j I, r i 'I I c r HEADER SPAN CH AR:T• sINC:;LE STORY APPI-fc,4T110 N SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIm DBL 2X12 UP TO 5'-4" 5'-4" TO I'-m" -1'-sa" TO 1>a"-m7" 10'-0" AND OVER TWO STORY APPLICATION pOUJN ;STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2Xlm pE3L 2X12 UP TO 5'-0" 5'-0" TO 6'-4'•" ro'-4" TO 8"-m"'I 8'-0" AND OVER 4X4 P05T=C2r1X4'5 NAILED WITH 126 (o"-8" O.C. STAGGERED 4X6 PO6T=C3>2X4'6 NAILED WITH 12d (o"-8" O.G. STAC��ERED M L K 31R.USS LJLI\. WHI—L I V J —`i• OI-1=A I I"flN(-Z I V k�KcZ. 2X4 WALL W/ CONT. SECURE WALL TO BLK. SHEATHING TO BRCS. W/ 1/2 "x8" A.B. EACH :iECURE WALL TO BLK. END l4-TOTALS W/ I/2 "x8" A.B. 32 " O.C. PLAN CONNECTORS TO BE S IMPSON U.N.O. TRUSS TO ELK. META-16 UJ/12-10dXl 1/2 >< TRUSS TO WOOD MT5-12 UJ/14-106Xl I/2 M L K 2X RfpGE } 2X4 COLLAR fifE � p EVERY OTHER RAFTER 2X RAFTER � O � QL 2-12d EVERY TRU55 IX(o NAILER 3-12d RAFTER 3-12d TO NAILER IXS NAILER OR I/2" FLY. NAILER EVERY TRUSS CONV. FRAMING DETAIL VALLEY DBL. TOP PLATE Pl(o"O.G. .B. 'IN15N 16 ILL KNEE WALL DETAILC ENTRiY (4 HIP DETAIL SAP 3 0 2Y)iN ACCUS LOT #59 PHASE #A M � u E L o 99 1 7 4 9 L99 9 4 99 UR usS PLAN ® JJ A 97 &77 B7) ' DATE: 9/26/03 SIAEET I OF AID } I FI. I �j 11 I a� tl 0 s. P' t� ' r � 'k I j ;r. i. .�l 11 -II f�f (f r �I �I im ■ ELECTF,ICAL LEGEND SYMBOL DEFINITION NOTES n n I10V OUTLET 1/2 OF OUTLET I��IL'Jj■ IImV OUTLET WI WIRED TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GFI INTERUPTER L�1 6 220V OUTLET WF EXTERIOR GROUND FAULT GF-II WATERPROOF INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. �)4 SWITCH 4-WAY OPER n WALL Y °MOUNTED L IGH CEILING LIGHT (& VAPOR PRO --" VP L IGHT (QRECESSED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP FL.OURECENT LIGHT �f' AROUND 2'FLOURECENT — — — 4' FLOUREGENT ® PANEL METER O SMOKE BATT. BACK—UP W/ HARDWIRF S.D. DETECTOR INTER— CONN3=CTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV. TELEVISION JACK CEILING FAN/LIGHT GILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD L IGHT INTERCOM SPEAKER VOTE F— — — 7 OPT. LIGHT 4 SWITCH UJ/ OPT. DOOR 41 OPTIONAL OWNERS BATH b o wl 1131101 �V ANN MIEN OWNERS BATHROOM FAN, 1='NONE, $ CATV LOCATION TO 5E DETEIR'IINED 5� 5U"rEi;�,' ,AND 5UiLE)E F AT THE 11=RECONSTf;�,'UCTION 1 IEETING. L — METER FIELD VERIFY F \ OPT. LIGHT II 4 SWITCH W1 � OPT. DOOR ELECTRICAL PLAN LOC. OF T_V. AND PH. OUTLETS 4 FAN TO BE VERIFIED .sHOMEOUJNER PRECON5TRUCTION MEETING NOTE: *ALL REGEPTAGLE5 IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. WC. 3" VTR J1— I I I 5HWF 1 1/2" VTi; 1 1 /2'kq MAIN OPT. MASTER BATHROOM PLUMBING RISER DIAGRAM 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARED 200 AMP. MAIN DISC. SERVICE BY POWER CO. 4/0 ALU. CABLE TYP. 200 AMP INSIDE PANEL 04 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECT ICAL f;PISEfR A/C DISC. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 012 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER 08 COPPER TO RANGE I LOT #59 WHASE #21 MODEL: 99174 L' 9 9 4" ELECTRICAL PLAN DATE: 9/26/03 SCALE: 1/4 Bull -ON SHEET 5 OF 5 2X4 DBL 2X4 MID -WALL MIN. " EMBEDMENT9 1/2" X " SP-4 I� O.C./EA. STUD 6TOP PLATE 2X4 MID -WALL BLKG ANCHOR BOLTS AT 3' O.C. BLKG 2" ,ABV. CONC. 6"xro" #10 W.W.M. #5 REBAR SET IN 2rdtaP> 1/2" X 13" A.B. 32" O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. PSI EPDXY 25" MIN. ABV. �" EMBEDMENT 2X4 STUD 2X4 STUD z 6 EMBEDMENT E3LKG - „ # SLAB/� MIN. EMBEDMENT 1(o O.G. MAX. 1(o O.G. MAX. � 6 X� IO W.W.M. -' II"x�" #IO W.W.M. 2X4 P.T.SP-4 16" O.C./EA. STUD SP-4 I&" O.C./EA. STUD--,, BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE - (2) CONT. #5 KEBABS74'Z ° CONC. SLAB 4„ 4„ CONC. SLAB 4„ 1'_a 4„ z CONC. SLABZ74 2-#5 S ON CHAIRS TYP. RETROFIT FOR ALL 2 s GONT. 1 _oi, 3 #5 s CONT. 2 #5 s CONT. 1 _®� TYP. WALL SECTION �A OMITTED FOUNDATION DOWELS ``� 1.1.100D FRAi~'1E FOOTING INTERIOR SEAR ING WALL INTERIOR BEARING WALL INTEiRIOR ' BE,4fi`II�IG WALL/NO UPL 11=T � BLK. SINGLE STORY 3 1/2" HEAD OF C-;ARAGE -3 1/2" HEAD OF GARAGE —#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES -i 5/S' DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 9' ANCHOR BOLTS AT 3' O.C. -f 5/8" CURB II 6 "X& 1, #10 W.W.M. -1 5/S" CURB 612==a 6 "xro " #10 W.W.M. CURB II ro "Xro " #10 W.W.M. N ON IF UPLIFT ON WALL MIN & W.W. BEDMENT „ \`��-II m MIN 6 E#MBEDMENT EXTEND 1 1/2 ro xro 10 W.W.M. I� RECESS /2 ° �"� 2-#5'6 ON CHAIRS `� OU �� (3-5'5 W/2-STORY) _ ' o 0 0 2-#5'S ON CHAIRS � \ of — - SINGLE (3-5'S W/2-STORY) SINGL 8 4 = 1 1- 8 STORY STORY -° 2 #5'S ON cNAfRS 3 *5 S ON cHAI�.S ]I-all1'-8" TWO - TWO -r1.�IC�EN EDGE GARAGE CURB STOP y \iSfDE FTG. AT GARAGE STEP-UP TORYS VIG / 00 STORY INSIDE FTG. AT GARAGE STEP-UP GAR GE ER E P L GARAGE CURB C-cARACE CURB 2-STORY BEARING WALL DOOR RECESS g I -STORY BEARING WALL GONG. SLAB OVER CLEAN, (3) # 5 RODS EA. WAY ON 8" CMU � COMPACT IL TERMITE I VAPOR, R TREATED CHAIRS (MIN. 3" COVER) _ TOP CORD BLOCKING AT 4' „ # O.C. MAX. IN FIRST 2 FRAMING 411 � X� lm W.W.M. GARAGE Sl_.AB N Z_ SPAGES AT EACH END. GRADES SLIDING POOR TRACK m RAFTER OR TRUSS m SLOPE GONG, b � ' ROOF SHEATHING z 21-011 TO FRONTN/4"-1/2") 00 o AND ENDWALROOF L E3RACINGT _Q 1 1/2" CURB WALL 8 VGONG. DRIV=WAY GARAGE 3 #5's CONT. FOR GABLE END FRAMING 9 1/2 "' BEYOUND 1' a" 3" MIN. COVER z 0 24"X211" EXT. PAD SLAEB AT SL: GLASS DOOR GARAGE DOOR OPENING V BUILDING LENGTH cn 1 1 � 2 -STORY FOOLING #8d GUN NAILS e4" O.G. #8d GUN NAILS e II II I) TOP 4 BOTTOM EDGES 6" O.G. IN FIELD II II II � POURED LENTIL TO BE II II o CONT. (TYP) II OUTSIDE BAR ct) - Q . .:; REBAR II II ,�ILLI -� ,> 2X WALL FRAMING II Q 1Q Z U . _ _ _ _ = II II CONTINUOUS z U . (3) 1/2 XS ANCHOR BOLTS $ L Z Z Z O 8" Cl" IU FILLED ,;;. or (3) 1/2"X8" J-50LTS — _ _ _ - —� z ca r CELL (T1'P.) -�' MIN. ro" EMBEDMEN-T = _ — — _ 0 U w/ 2°x2"xl/S wASHE1R AND 10 TYF. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENILY FROM 25" MIN. LAP BLOCK WALL CONNECTION FLOOR TO BONED E5EAM. SET TYf=. REBAR LAP �4 @ ATTACHI"�ENT FOR ROOF SHEATHING IN JOINTS PRIOR T z CORNERS 'O FILLING. NOTE: (SLEEVED ANGHOfR IN SOLID WHEN GLUED TO ROOF t-lE" IBER POUR ACCEPTA51L'.E RETROFIT) 2-#5's REBAR 6 1 STORY I I 11 11 u" 3-#5's REBAR e 2 STORY �o -8 '� EDGES��_ I2 IN F�ILD T1'P. EXTERIOR SHEATHING ATTACH" LENT POURED LENTIL FOR SHEAR AND UPLIFT a'CONT. (TYP) (O.S.B. TO 5E STRUCTURAL GRADE) v;a '• CONNECTORS FROM PLATE TO STUD TO PLATE < BOND BEAM z PRE -CAST HDR. XrEGARAGE DOOR BUC1G W/ ARE NOT REQUIRED EXCEPT AT OPENINGS GROUTED (3) 1/2"XS" ANCHOR BOLTS TIE TO HORZ. BARS N } 0 ;oe or (3) 1/2"XS" J-BOLTS 8 MIN. EMBED(" LENT O (oEMBEDMENT MIN. < U 8' GMU FILLED .<a W/ 2"X2"X1/8 WASHER AND NUT SPACED EVENLY FROM #Od GUN NAILS HORZ. REINFORCING VERT. REIN1=. CELL CT1'PJ 12" O.G. IN FIELD FLOOR TO GARAGE DOOR HDR. HOOK IN GROUTED "� IN JOINTS PRIOR TO FILLING. 1u CELL 1-2X(o PT BLOCK a CENTER OF Q DOOR HEADER W/(1) (1) 1/2 "X8" ANCHOR BOLTS Z U CLEANOUT REQ'D or (1) 1/2"X8' J-BOLTS z O a �• ^'.' FOR GROUT LIFT (o' EMBEDMENT - -:� W/ 2"X2"X1/5 IUASHER AND NUT r:;, FT. UNLESS HORZ. REINFORCING _z p/_ FOOTING DWL IS (0 "' HOOK NOT NOT REQ'D. T�►'f .FLOOR' DECKfNC � HORIZONTAL/VEi�'TIGAL REINFORCING � O �,�TS��� ��O BE FLOOR p ���4LL EXPOSED JOIST EP 3 0 2003 MONOLITHIC BLOCK DETAILS cgC NOTES i (DATE-.9/26/03 SIC Al V4'=1'-®' SHEET DI OF 4 ar a is 2X4 SUB -BAND Q 2X4 SUB -BAND HURRICANE S"TRAPS 2X4 SUB -BAND cHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2„X4 BLOCKING FEILD STREAM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS METAL LATH 2X6 SUB -SAND 2X6 SUB -BAND a 2X6 SUB -BAND LAKE KEHOE,GYPRESS HEAD LAKE KEHOE,CYPRESS HEAD LAKE KEHOE,CYPRESS HEAD 4AL O.C. MAX ALOMA WOODS - - w—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA / ALOMA WOODS 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR -(/8" TEXTURED WRAPPED/ALUM FINISHED FASCIA I/16" OSB SHEATHING I/2" PLYWOOD FINISH ASPHALT SHINGLES. METAL DRIP EDGE OVER #15 FELT R-19 INSULATION __ R-19 INSULA"f ION OR I/2" PLY. W/ 15# FELT FIBERGLASS SHINGLES -(/16' OSB. SHEATHING / ON 015 FELT OVER ' 3/4' T 4 G PLYWOOD 2X4(CONTJ Oil 1/2" PLY. -1/16 OSS. SHEATHING HURRICANE STRAPS SEE TRUSS ENG. --�-- ROOF � BUSSES � TO AILEGLUED IEEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 2 4' FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. 2X4 SPF STIFFBACK AT BRACING HETA-16 2X4 DOUBLE PLATE (TYPJ LL UPRIGHTS OVER 4'-10' EMBEDDED METAL DRIP EDGE O (1/05 GONT. 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. -I/S" TEXTURED FINISH 8" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYPJ 1/16° O.S.S. SHEATHING R-19 INSULATION CMU'S TEXTURED -1/0"TEXTURED FINISH ON 3/4" T 6 G PLYWOOD OR 1/2' PLY. �� FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. SILL (SHEATHING MUST BREAK MIN. 1'-4° 1/2 CLG. BOARD & TEXT. SEE FLR./ELEV FOR DES. FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE " FROM 2t�d FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ �0 STO PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) SEE JOIST TYPE SIMPSON HTC-4 32" O.G. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONT.) OR M5TA-24 24 O.G. MAX SEE TRUSS PLAN 8 CMU R-4.2 INSULATION O (005 CONT. FOR HD1R SIZE 1X2P.T.FURRING STRIPS HETA-16 1X2 FURRING STRIPS ALUM. WINDOW BAND D E T P RR FLR JST TO BLK SEE FLR./ELEV FOR DES. SILL TEXTURED FINISH 1/4" WOOD SASE 0 0 1/2 DRYWALL 8 LINTEL BLOCK FILLED 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER Ow FELT BARRIER PRE —FAB TRU55 cs� Z " " # ALUM. WINDOW SILL FLOOR JOIST/ <[ - (Y 6 X6 10 W.W.M. SEE FLR./ELEV FOR DES. / FLOOR TRUSS 1/2" CLG. BOARD TEXT. OR FIBER MESH /` SEE FRAME PLANS 5P-4 32" O.C. Q STUDJ 2X4 DBL. TOP PLATE o REINFORCEMENT _ FOR JOIST TYPE 1/2" DRYWALL SILL GG ON. SLAB OVER CLEAN, HETA-Iro 32" 0. C. MAX 1/2" CLG. BOARD 4 TEXT COMPACT,TERMITE TREATED O (1,*5 CONT, S" CMU SOIL OVER 6 MIL ®IS. WWM VAPOR 2X4 CONT. STRESS �X`1 O.G. STUDS � % T } 1�_4�� 2 05 GONT. BARRIERW/6X6 1 S" LINTEL(BIL�EFK) 1X2 FURRING STRIPS �� N Ou, u cf)= OU TEXTURED FINISH 1/4" 0 0 1/2" DRYWALL BLOCKING MID-UJALL - WOOD BA6F (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE 0 w = SP-4 32" O.C. s STUD 1/2"X9" A.B. 32" O.C. Q—� ALUM. WINDOW (UJNEN UPL fFT) (o" EMBEDMENT ���. �� SECTION c0 Z SEE FLR./ELEV FOR DES. —,SILL BLK. 1= STORE- O G WOOD BASE (TYPJ z 6'X6" 010 W.W.M. PRE -CAST SILL CONC. SLAB 4"1 4" � OR FIBER MESH CONC. SLAB 2 'S CONT. 3 #5's GONT RE INFORGEMENT 1' - 4" > y } S" CMU 6 MIL VI5 O 0 1 -g VAPOR BARRIER no TEXTURED FINISH 1/4"INTERIOR 8,4fNG 1.U,41-1- ' NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER T"rP. WALL SECTION O w � DO NOT INSTALL CONNECTORS. 015 FELT ON -i/16" O.S.B. 2 "X4"�t�-- BLOCKING 2 i . Q 2 STOR'fi'zw SHEATHING OR I/2 PLY FIRST TWO BAPS r # 2X4 DBL TOP PLATE - 4'-0" O.C. MAX = � � 6 X6 10 W.W.M. METAL DRIP EDGE I- O RE RE F► INFO R 1RGEIMENT 2X4 SU- BAND MEN B CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. Z z w FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS - 2X6 SUB -BAND (SEE TRUSS PLAN) O} Y O (3) #5's CONT. LAKE KEHOE,CYPRESS HEAD BRACING 1/2' DRY WALL ALOMA WOODS ROOF TRUSSES e DBL. TOP PLATE U m U WRAPPED/ALUM FINISHED FASCIA 24' O.C. CRIPPLE STUDS FIi�ST FLOOD B�-OCK ENG. GABLE TRUSS R-19 INSULATION SECOND FLOOR FRAME i/16" O.S. 2X4 SPF STIFFBACK AT jot 2X4 16" O.G. MAX ALL UPRIGHTS OVER 4'-10' (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) -i/S" TEXTURED FINISH �-- OVER 15# FELT OVER 1/�" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 P . 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE -1/10" O.S.B. SHEATHING 2"X4" N/�,ILER CONT, ON GALV'D. META 1/2" X 9" A B W/ OR 1/2" PLY. 2X4 DBL. TOP PLATE LATH OVER Ty MIN. 6" EMBEDMENT (2) LAYERS -1/16 5f -4 32 O.C. STUD OF #15 FELT 2" DIA. WASHER O.S.B.SECURI= EA, LAYER ''' 2x4 P.T. PLATE W/ 0 W/2 8ds S"'-12" O.C. -Ir HDR. STUD(S)/JAGK(S) 1/2" DRi�UJALL 32" O.C. MAX 1/2 "X9" ANCHOR BOLTS MAX;. S REBAR CONT. " �� �� LSTA 12 2X4 WOOD STUDS MIN. 6 EMBEDMENT I/2 X 9 A.B OR J-BOLT FULL LENGTH StUD(S)/ 2X4 CONT_ STRESS /�1(0" O_C. W/2" DIA. AT 32" 0. C. 32" O.C.MAX STUD TO HDR. KING STUD(S) SP-4 BLOCKING MID -WALL SECURE TRUSS TO 2X(oW/ TOP 8 BOTTOM) 3/4' T 4G SUBFLOOR •'.., '�' 12d e 6"-8" CONC. FILLED LINTEL PLYWOOD TO TRUSS NAILING GLUED NAILED BLK. REINF. WITH C1� ROD I •, • 4" 0. C. v EDGE 6" O. G. e IN FEILD FLR. JST. SIZE SEE FRAME PLAN all CMU I>X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' TEXTURE FINISH 1/2' CLG. BOARD d TEXT. 1�-4.2 INSULATION NAIL PER SCHEDULE 2�d FLR. STUD TO 1�00D �R,41"'r� TO BLK. 16t FLiz. STUD 2X4 DBL. TOP PLATE L/2" DRYWALL _ _ _ _ _ _ _ _ _ _ _ _ _ MSTA-36 32" O.C. 1/2" DR�'WALL IT 2X4 WOOD STUDS 2X4 CONT. STRESS O.C. UOOD SASE I I I I I I BLOCKING MID -WALL II II I I I I I I I X4 PT. PLATE NAIL PER SCHEDULE/ �, D—2 2'XS" AB. 32" O.C. i I I I I I BOLT PER FND. PLAN SP-4 32 O.C. e STU� O w I I I I I MIN. 6" EMBEDMENT -� Z ~ ® 0 0 L- 8"X6" #10 W.W.M. CONC. SLAB 4„ 4„ - TIE 2X8 RIDGE } 0 0 0 OR, FIBER MESH 3 #5'S CONT. _ = EVERY OTHER RAFTER H- �EINFORGEMENT T�I'1=' EXTERIOR OPENII�IG IN FRAME 1 _g m 00 z w z w p( 2X6 RAFTS \ � } } w 2 - STOR,I' 12d E ERY TRUSS 0 O } 2 #5 CONT. 0 z TAP. UJALL SECTION MAXIMUM HEADER SPAN (Ft.) UP TO V-0" TO V-0' 4'-II 1/2' AND UP NUMBER OF HEADER STUDS 5Uf PORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 INTERIOR BEARING WALL 2 IX6 3- NAILER 3-12d RAFTS 12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. O.S.B. IXS NAILER / OR 1/2' PLY. 2-12d EVERY TRUSS j1/11 MONOLITHIC BLOCK DETAILS & NO TES ("DATE: 9/26/03 SC:A.I..E: V41=1I-®° SHEET 2 OF `-ir © 2003 L R , I v+ t .r k ; 1000 UFLIFT S[MPSOM MT6-12 WI -I 10d TO TRUSS - AND (2)1/4" X 1 3/4" 'I TAP CONS TO GONT POURED L INTEL I'd *F 2000 Uf=L ITT (2)51MP601"I MT5-12 it ONE EA. SIDE OF TRL'r-� I \ I I i PRE-ENGINEERED TRUSS OPPOSITE SIDE OF E LU/1 106 TO TRUSS I AND (2)1/4" X 1 3/4" TAP CONS POURED LINO LONT FINISH g LANDING 3 E3OND BEAM Vi ±E P1 'Il r g11 MIN. LESS THAN 10" REQUIRES 1' NOSING i F$ ;;- FINISH tv LANDING sF 3/4' PLYWOOD F.F. 3/4' PLYWOOD D5L 2X12 2X12 TREAD I �I CUT TO FIT FLOOR JOIST >>.'1 IX8 RISER r b' LESS THAIN 4' TYP, tl BETWEEN SWINDLES r� 3/4' PLYWOOD _. ;I WITH 4 160 I� COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM -- �; l TO F13C 2001 2R+IT=24"-25" ;.# 3/16" MAX. VARIATION IN RI5ER5/TREAD5 ADJACENT TO EACH OTHER 3/0" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR GRO55 SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE Q NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END ` 34' MIN. HANDRAIL HGT. f t� i :i YE 1; F1 � �I il S E� '� Ef eI .I y[ a I � 4� �, al �I }'{ _ IX2 PT.TOP OF BOX DBL. TOP PLATE — 2X4 STUD l/16' OR 15/32' O.S.B. WnIV TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN.) ® 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 BTM. PLATE SP4 OR H-5 TOP PLATE TO 5STUD5 2'-0' ASV. 10'-0' LEVEL TO' ROOF OR 2'-0' ASV. HIGHEST RID0rE WITHIN 2'-0' 10' - 0" FRAMED CRICKET HANG 1/2' D 1X1 I" NOSING TYP. 0) STAIfR SECTION [DETAILS PRE- ENG. TRUS IX2 PT.TOP OF DBL. TOP PLA' l/Ib' OR 1B/32' W/1/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK I. CRICKET SIMPSON H-5 (MIN-) a 2x4 TO TRUSS eECTION 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" z 36" MIN. FINISH STAIF, UUINIDFRI F)TAIL ASPHALT 6HINGLE5 OVER " 15 FELT ON 1/16' 0.5.5. — (2) 2X4 #2 ND SYP DIAGONAIL BRACE / W/ 3-12d 6 EA TRUSS ( DIAGONAIL BR TO COVER 5-tRU5Se5 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING 5EAM5 (2) 10d NAILS EA FIND TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/Iro' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2Xro PT. PLATE BOLT W/ 1/2"X9 A.O. COMMOM (W/ 2' D IA. WASHERS) g 32' O.C. MAX. 1/2' GLG. BOARD TRU55 24" o.c. NAIL CONT. RAT RUN To INSULATION TRUSS W/ (2) 12d e EA. TRUSS R-19 MIN. I-05 RESAR CONT. 2X4 5PF RAT ADJACENT TO DIACONAL BRACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-O' (3) 'X' 13RAGE (1 'X' BRACE lw CENTER) (2 'X' 13RAGE DIVIDED EQUALY FROM CENTER TO END) GrA5LE END Cf:P,055 51RACNG 1- 5T0 2X4 SECURE TO 2X4 BLK W/2-12d SECURE T(? BLK W/ META-16 2X4X�4' SECURE TO TRUSS W/ 3-12d 6'-b' Off. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.G. MAX 21_0" EXTEN,5fON OFT SERVICE DR. N.T.S. METAL LATH 1/161, 055 OR TEXTURED -f/1�" OSB OR 1/2 PL T WOOD FINISH 1/2" PLYLUOOD LU/ 15# FELT LU/ 15# FELT 2X6 (GONT.) 2X6 (CONT.) 2X4 (GONT.) 2X FLOOR JOIST- 2X4 (GONT.) SIMPSON EXPAN51ON 2" MIN. HETA-19, JOINT OVERLAP CAULK SIMPSON CMU'5 }...ZETA- Igo CMU'S TEXTURED TEXTURED FINISH FINISH TUJo SrtORi TUJo STORY F rpAT FLOOR 5LOGK SECOND FLOOR FRAMING (2) 2X4 *2 ND SYP DIAGONAIL BRACE W/ 3-12d ® EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16" 05B SHEATHING: USE Sd NAILS AT 4" o.c. EDGE 4 ro' o_c. FIELD 2X4 W/ 3/&' X 5 LAG OR SIMPSON HTC-4 a 32' O.G. MAX. SHEATHING: NAILING TO BE 6"-S' O.G. IN FIELD 4' O.G.wALL EDGES W/8d NAILS ASPHALT SHINGLES OVER M 15 FELT ON 1/I ro' O.S.S. — �COMMOM 1/2' CLG. BOARD TRUSS 24' o_c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d m EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD I6' O.C. MAX. -2X4 BTM. PLATE 5UE3-FLOOR NAILED HETA-16' FLR JST TO BLK AF&I\\—FLR TRUSS irm 1-"5 RE5AR CONT. 0'-O' TO 30'-0" (1) 'X' BRACE 30'-1' TO ro0'-0" (3) 'X' BRACE (I 'X' BRAGE Q CENTER) (2 'X' BRACE DIVIDED EQUAL`Y FROM CENTER TO END) G�A5LE EN1) CFOSS 5fRACING 2=STOiR%� tam LOT #59 'HASE #F MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 9/26/03 SCATS: V4sl��®� SIREET �- ®F SEP 3 0 2003 i 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.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" TAPCON6 OR DRIVE PIN (MIN SHANK 45 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT MIN HEAD SIZEIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 11/4') MIN HEAD SIZE -300 OR DRIVE PIN (MIN SHANK SIZE_145 OR WITHIN 8' OF EACH END E MIN EMBEDMENT 1 1/4') 18" O.C. MAX. SPACING. 8' PROM EACH END AND 18' PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT I I/4') TO O.C. MAX. MIN 1-1/4' EMBEDMENT a' FROM EACH END AND 15° SECUREBLOCK W/2-3/16' TAPCONS OR DRIVE e 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX_ MIN 1-1/4' EMBEDMENT EXISTING BLK ARV. PIN (MIN SHANK SIZE-145 OR DRIVE PIN (MIN SHANK 61ZE.145 LESS THAN 2 X S (MIN 2 X 3J 2-3/16 TAPCON MIN HEAD SIZE 300 MIN HEAD SIZE 300 16" HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN EMBEDMENT I I/4') MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 7/S' TEXTURED FINISH WITHIN 8 OF EACH END d 8' FROM EACH END AND EMBEDMENT 1 1/4") 7/16' OSB SHEATHING IS" O.G. MAX. SPACING. O.G. MAX. MIN 1-I/4° EMBEDMENT 8' FROM EACH END AND 15' 8' 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 EMBEDMEN r 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8: SECURE t0 BLOCK -- 1/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 �/16' OSB SHEATHING fig 2 X SOLID BLK'G e ARCH SECURE W/2-12d EACH END W/2-3/1(o' TAPGON5 OR DRIVE 8' CMU - 1'X4" OR 1'X2' P.T. NAILER MIN HEAD 51ZE 300 1/4' TEMPERED MASONITE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/065 8"-12' O.C. ATTACHMENT PER MANUFACTOR'5 SPECS. MIN HEAD SIZE 300 - -DOOR CASING 6' FROM EACH END AND 18' CMU WALL MTL WDW FRAME MIN EMBEDMENT 1 1/4') O.G. MAX. MIN 1-1/4' EMBEDMENT WITHIN 8' OF EACH END 6 NOTE: -NOTE: NO GAP a WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB TOI PLUMBEJEAMBD TO EXCEED 1/4' ATTACH TO 2 X p0 NOT EXECED 1/4'. �G � � � � � T A j L j ` II AND I I S� I �t I �l � �'� I � �' PER MANUFAGTOR'S DETAILS. " � C14WA� [DETAIL GU TAWA� �� J /4�5 TO E3L CC< 1=1 /2 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON _ OR DRIVE PIN (MIN SHANK 61ZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') l/8' TEXTURED FINISH 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT l/16' OSB SHEATHING IX4 P.T. OR R F x 4' MIN. SECURE THUR FRAME AND D.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12dS 6 -8 C.C. MAX. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16' HIEGHT. 2 X 4 16" O.C. MAX.CWHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.I.45 OR DRIVE PIN (MIN SHANK SIZE.145 -_ 2 X 4 (WHEN OVER 16" IN HIEGHT.) MIN HEAD SIZE 3oa0 -- I/2" DRYWALL MIN HEAD SIZE 300 2 X SOLID BLK'G e ARCH MIN EMBEDMENT 11 8 CMU I'X4' OR I X2' P.T. NAILER MIN EMBEDMENT 1 1/4") SECURE W/2 12d EACH END REFER TO MANUFACTURING 8' FROM EACH END AND 18' -• ,--'" DETAILS FOR SPACING. _ --DOOR CASING O.G. MAX_ MIN 1-1/4' EMBEDMENT 1/16' 065 SHEATHING ATTACHMENT PER MANUFACTOR'S 8PEC'5. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAXAUHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: SHIM A5 NEEDED OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS oNOTE: No GAP a WDW FRAME To C __ � � 1/4 DOOR JAMB TO PLUMB JAMB MIN HEAD SIZE 300 , XCEED DO NOT EXECED 1/4'. MIN EMBEDMENT 1 1/4') - CMU WALL 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT l� j� T A I C Il�l` I T? I I I /� DETAIL- !s!a i�c F=,) 0 C fR J TO E3 L O C,3/4 O fR 5 /4 � /4 A CHLJ�'� F=,)T?4 1 L 1011 AND UE NAILING SCHE®UILE ALL NOTES IN REFERENCE ROOF DIAPHRAM TO -FLOF I[DA BUILE ING USE 9/16' 05.5. OR 1/2' PLY WITH -8 CAN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND -6 GUIN NAILS AT 6' OL. AT C > > E 2001 INTERMEDIATE SUPPORTS. ALSO BEE DETAIL. :. \..•_ ROOF SHEATHING TO GABLE END FRAME . , .. _ USE -B GUN "1-6 - 4' O.O. . : SITE ��LAN N®TES EXTERIOR SHEATHING -•--- �� USE 1/16' 0.8.5. OR 1/2' PLY WITH 08 GUN NAIL8 AT 6' O.C. AT PANEL BIDES AND -a GUN NAILS 4' O.G. Tol + BOTTOM 1) LOWEST SLAB AT LIVING AREA SHALL BE. MINIMUM 18' ABOVE PANEL AND '8 GUN NAILS AT 6' O.C. AT INTERMEDIATE BUFPORrS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FRG1"i ANY MANUFACTURER 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION ,= ASV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION - - - * p �f I I A L RE QIJ I RE I E I ` Te OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. \ i - n AlklAeC rau Al 1 rnWrr=M Tn Al 1 1 OCAI Cn r-d6 REG0 AT!0NB - _ SIZE HEAD LENG4T DIA. TEN51L STR AND RESTRICTIONS HAVING JURISDICTION. 4) ALL GN-SITE DRAINAGE SHALL SE DIRECTED BY 6WALES 8d I ROUNPMODIFIED I I -1/8' 1 .113 110000 OR T OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 110000 5) LANDSCAPING, IRRIGATION, E ESMING, ETC. SHALL CONFORM TO LOCAL NOTE: NAILS TO BE MFG. BY MEMBER OF INT.-J CODES, REGULATIONS AND RESTRICTIONS HAVING -. - _------___ ----% STAPLENAIL E TOOL ASSOCIATION AS SELECTED BY BUILDER 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE GENERAL NOTES PERMITTED 6EPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: 1LU p B I N CA NOTE S f ��/ip 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 o 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 IPERWIND SPEED MAP) II SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1) A6 APPROVED BY THE BUILDING OFFICIAL. b. WIND EXPOSURE 'B' 2) WATER LINES SHALL BE CPVC. 6. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -15 DBL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX DBL. TOP PLATE DBL. TOP PLATE CONTINUOUS WALL FOOTINGS. 47 PROVIDE AIR CHAMBER FOR ALL WATER fiUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 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 GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 6) HOSE BIBS TO BE PROVIDED WITH BAGKFLoW PREVENTER 2X4 16' O.C. MAX. PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM t0 ASIM A615 A616 OR 611, GRADE 40 U ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 16" MAX. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 2X4 O.G. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL 67RUCTUAL LUMBER SHALL BE '2 6YP• ALL STUDS SHALL BE SETUP GRAPE SPF. lb) ALL POOL PLUMBING AND RELATED SHALL SECURE 2X4 LL - (ALL LUMBER EXPOS)=p TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY BE PROVIDED POOL CONTRACTORR AND AND SHALL BE PERMITTED SHALL BE PRESSURE TREATED) SEPARATELY, SEEEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TO WOOD W/2-12d a B. A/C PLATFORMS TO BE 3/4' DECKING. PLUMBING SHALL PROVIDE TWO IES OF 'AS -BUILT' SECURE 2X4 6. TRUSSES RISER DIAGRAMS AND PLAN LOCAACTOR TIONSTO OWNER TIONS 6'-a' O.G. STAGGERED TO WOOD W/2-12d 'm A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE. 6'- a' O.C. STAGGERED FLORIDA BUILDING CODE 2001 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL BT. PLATE PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGE6. A. ENGINEERED FOR 120 MPH WIND 03 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTfi 6HALL CONFORM TO FLORIDA SECURE 2X4 W/2-3/16" TAPGON6 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK SIZE.145 I I' I � ���1'�W�� C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SITES SHALL CONFORM TO FLORIDA BUILDING COD'. MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS I ` 8. ASPHALT SHINGLES 2001. MIN EMBEDMENT I I/4') OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 WITHIN 8" OF EACH END NOT TO MIN HEAD SIZE 300 PLUMBER TO LIVERS ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. FOU N ® /` TIO 1 h IQTES WATER SAYING 1b GALLON FLUSH TYPE EXCEED 18' O.G.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 11/4") f 1 V �C d✓ 15) ALL WATER CL05ET5 SHALL BE IS) SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. 'MIN. ALLOWABLE BEARING BLOCK NOTES MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD "1/16' EXCEED 18" O.C.MAX. 2X4 SOLID BLOCKING PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MA60NRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT WITH ASTRENGWAND C145 SHALL OR O.S.B_ SECURE To SHEATHING W/ I/2" PLYWDOp SHOP DRAWINGS WITH Acl 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVEMASN TIAREA COMMACCORDANPRESSIVEHT OF 1900 P51.L OR i/16' 0.5.8. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR. MORTAR MIN. 2-12d PER BLK. EA. ENIp 3. CONCRETE 25 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. X T f O A F C H UU A� U J/ uJ 1 N[DO �U METAL ACCESSORIES AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING:Aa. X 1 �� 4. ALL SLABS SHALL BE MIN. 3 I/2' CHICK CONCRETE OVER 6 MIL VAPOR TMMFOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER GLEAN WELL COMPACTED ETERNISED TREATED SOIL. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. METAL ANCHORS AND TIES. 5. REINFORCED STEEL. ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SGREW6, 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 BE STAINLESS STEEL OR LIPPED GALVANIZED MEETING THE HORIZ_ BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". REQUIREMENTS OF ASTM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MA60NRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/S' 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 601-I1D MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WALL6 SHALL BE RUNNING OR STACK BONA CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 5 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.G. 3"-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: ccFNER5. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BARS. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLE p�gip �J UU 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 IDENT D IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE LOT 'PHASE # IMONOLITHIC BLOCK L ETAAILS NOTES (DATE: 0/26/03 67CiALM 1/4'al'-®' ti J D40F II ri