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Home My WebLink About221 Clydesdale Cir 04-778 New SFHPERMIT ADDRESS CONTRACTOR D R florton ADDRESS 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 FEE MISCELLANEOUS ,CONTRACTOR SUBDIVISION 7�� PERMIT # � 1 ' DATE PERMIT DESCRIPTION i� e PERMIT VALUATION SQUARE FOOTAGE Sid 77 12 PERMIT NUMBER FEE I d H General Notes 1) 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 HIB-91 recommendation permanent X—bracing should be laced at a maximum spacing 15 O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to FIIE3-91 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/TYPE = 120/ENCLOSED BLDG EXPOSURE = B USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = UPLIFTS BASED ON = PSF Existing CCA truss designs that meet the wind loodin requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requirements of the Florid Building Code as follows: Up to 120 mph 3—second gust wind speed Enclosed buildings (landward of the wind—borne debris region) Exposure B FLOOR LOADING SCHEDULE TCLL = PSF TCDL = PSF BCDL = PSF TOTAL = PSF UPLIFTS SPAN/UPLIFT A =< 780 =< B =< 670 =< C =< 430 =< D =< 230 =< _< =< -NTALL KEY g l —011 12' LNWONAVI 9�11-5 F + + + + -+ r0l"A LOAD# DESCRIPTION INIT. DATE RAO1 ADD B' LANAI TSB 10/13/0 RA01 REV. C1 TRUSS RDG 3/22/00 RA01 REV g'BC/GDC=AUTOCADCDM 3/26/02 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N. W, WI NTER HAVEN FLORIDA 33880 PHONE: (80 0) 959-880 6 FAX+ (863) 294-2488 BUILDER: D.R. HOR`I'ON PROJECT: VARIOUS MODEL: 1749 ELEV. A OR B CCA PROJ/MODEL: Gt el_ 5H4/ 1749A,B -s'-Sl/� ALT: OTC. LOT: % BLOCK: DESIGNER PAGE MG E 97 LAN#SC LE 650 4" ��.I' r f f p y�' t, i p ; �i 7 a,; �r k al t 'I i) F` J,. £I. I� t 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 20)01 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL o 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) 200)1 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 MINdIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORNA 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-40)PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAL') 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 INDEX: PG Cl—COVER PAGE. PG 1—FOUNDATION PLAN PG IA —DOWEL LAYOUT PG 1B—LINTEL SCHEDULE PG IC —WIND LOAD CALCIULAT'IONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" FRONT —REAR PG 3B —ELEVATION "B" FRONT —REAR PG 3C—ELEVATION"C" FRONT --REAR PG 4AB ELEVATION"A & B" ILEFT—RIGHT PG 4C—ELEVATION"C" LEFT—RRIGHT PG 5A—TRUSS PLAN"A" PG 5B—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 9 9 7 9 � , 0 0 OFFIC141f. "I VA /I www. drhorton. com CBC055300 6250 Hazeltine national Drive Orlando, FL., 32,822 Teo (407) 857-9101 Fax: (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT#60 PHASE#2 y DATE: 11/7/03 Sc AT: V4101'-01 SHEET C 1 o3F 6 I 1, 1 I BAKERS CROSSING LOT#60 PHASE#2 l-[ O D E L: FOUNDATION 8c DOWEL LAYOUT i DATE: 11/ 7/03 SCAT: V41 ■ j'—®' SHEET I or 5 BAKERS RO S S ING LOT#60 'HASE#2 MODEL 99 1 7 4 L 99 9 9 4" LINTEL SCHEDULE DATE: 11/7/03 SCAT: V418 j'-0' SHEET IAOF 5 I 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 38 30(08 DR W/ 12" S.L. EA 511DE 4 20/ -21.0 23.8/ -2r 2 8 (o8"xl2"x18" EL.IP.TOF 4 2La/ -29.1 EI-EV "A" 25.9/ -341 3 rob" x 10" TRANS. A5V. 4 21.5/ -29.1 ELEV 1BBC ` 25.9/ -34.-i 4 112 lr0'-0" X 7'-m" GARAGsE 4 183/ -22.4 21.8/ -26.1 5 18 2868 DR 4 21.0/ -22.& OpT. 24.9/ -21.1 6 11 25-SH 4 21.1 / -22.9 25?J/ -2-1.3 -i 11 25-SN 4 21.1 / -22.9 25.1/ -2-1.3 8 11 26ro8 DR 4 21.1 / -22.-3 OPT. 25.1/ -21.3 9 S IH3-SH 4 21.8/ -23.(o 25.9/ -20.1 10 11 25-5H 4 21.1 / -22.9 25.1/ -21.3 11 11 25-SH 5 21.1/ -20.0 25.0/ -33.1 r12 40 60ro8 5r_;FD 4 19.9/ -21.1 OPT. 23.1/ -25.9 13 40 (o0roa SGD 4 19.9/ -21.7 23.1/ -25.9 14 10 23-SH 4 2La/ -23.(o 25.9/ -20.1 15 24 35-SH 4 20.6/ -22.4 24.5/ -26.-I 16 40 (2) 25-6H W/ EL.IP.TOP 4 21.(o/ -28.1 ELEV "A" 25.1/ -34.2 11 38 (2) 26-5H 4 21/-2ro.(o ELEV 1154C" 24.8/ -32.9 NOV 1 0 2003 BAKERS CROSSING LOT#60 PHASE#2 MODEL: 99 1 7 4 L99 9 4" WIND LOAD CALCULATIONS GATE: 11/6/03 SCAT V4101'-01 SHEET I B OF 5 k� �k } i t f d'r 1 x 't t k y.l �a h 1 1�. �I I �1 a .i k B. d ''s m rAi S Q s Jl T s V 1 1 L V s S LIuINGi G�ARAG;E LANA[ ENTR'r 11rc?0 430 la 22 50. 50. 50. 50. FT. FT. FT. FT, TOTAL ENTR'r ELEV. TOTAL 2302 licli 01 2290 5Q. 50. 5Q. FT. FT. FT. J)KT'I'CIIEN ' �I� ` �. i ell 0o p p oo RE1=. 0 SFACE mPwm KITCHEN FOYER- 6a" x 9" x IS" ELIP.TOP (ELEV.A) I (2) 25-51H W/ 65" x la" ( LEV154 ) FLIP. TOP (ELEV.-A) (2) 26;-5H TEMP �r-►T. TEMP. (ELEV.-I54G) - b `9 (2) 1'-0" SL. W/ TRANSOM ABV. / Q N I <u 6X6 POST (3)T1'P. - � I� ENTRY ELEV. 99 C 99 2gi_811 5 al_411 Q1_811 _ _ _ CONC. PAD F_ W/ DOOR fr- — OPTION 21 _all 101.011 2'-411 I, 25-5H 25-SH - - IN3-SN OBS ------- OWNERS WCO Io BATH - z� 9'-4' CLG. LANAI In n wW V 9'-4" CLG. OWNERS _ Bg DROOM m LAV. LAY. I �j �' ° (CARPET) 606a 5.G.D. 0 0 0 0 W.I.C. NOOK (CARPET) I I------ ----- I - — — — 1R-ISN 4-0 BF. 0, I 12'-lo" 91_ 111 1-0111 KITCHEN 9 I'-41 cLC. BDRM. m FAMILY z 2 ROOM j—' " IN 1 V-4" CLG. (CARPET) IW z I z N I ,--',\ L COND.� \`r � I I---- - OPT. 2 -8 DOOR W/ GONG. PAD N I (CARPET) i+- /J� Q I 4'-011 31 11I L E' r OPT. ISLAND I - z L----121-311 m BDRM. #3 —z. Mc. c 5-sH rOPT. RANGEI I REF.—i — O — — — -� (CARPET) HALL ° ° O O BATH = LAUN. -411 CLG. ARCH I 9'-4" CLC. w r — —, 0 �t 4'-10" 6'-211 WG. 6'-11" I uI 4'-0" 12'-311 5-0 j —I— E5F. L — — '- -' DINING p Q I ROOM IR1SN' MT. L — — J CARPS 91-411 G m r— .I --I—� QC 22 X 54 I ATTIC I - L ACCESS— J 1R_-ISN W/ OPT. FULL DN. 5TAIR6 20'-2" '-3' N 1(0'-311 I N LIVING ROOM V-4" GLG. _ _ _ _ _ _ _ (CARPET) GARAGE FOYER V-4" CLG. 6a"x12"x1a" ELIP.TOP (ELEV.A) I (2) 25-5H W/ a"xla" (EL1=V.B4G) I ELIP. TOP (ELEV.-A) (2) 26-5H W/ 1� MT. I SEE ELEVATION (ELEV.-5) N (2) 1'=0" SL. W/ TRAN50M ABV. ■ 16'-O" X 1'-O" O.N. BARREL CLG. ■ , - m N I 1'-4il 16'-011 -lo" �'-8" II' -Oil 19'-8 20'-0' 3�J'-ail FLOOR PLAN MIRROR 30 IN BATH =-I HALL BATH 4 4'-0" �I , 1H3-SH I II OB5 WC. OPTIIONAL OWNERS �. TUB BATH G)EC< 9'-411 CLG. - ell -all LAV_ LAV. OPTIONAL — 11 I rn 11 11 6 ARCH O EXTERIOfR MASONRY WALL G — ...._._..... 4 10 80 BAKERS CROSSING LOT#60 PHASE#2 MODEL: 99 1 7 4 9 L 99 W-4" FLOOR PLAN DATE: 11/7/03 SC AT: V4' • i'-0' SHEET 2 OF 5 BAKERS CROSSING LOT#60 PHASE#2 MODEL: 99 1 7 4 L 99 9 9 4 99 ELEVATION >> A>> 00 DATE: 11/7/03 SCALE: V4NEI1-01 SHEET 3 A OF 5 R i krzADER SP,4N GkARTr SINGLE STORE' APPLIGATION SIZE CLEAR SPAN DBL 2X(o D8L 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO lm"-O" lm'-m" AND OVEi;P, TWO STORY APPLICATION DOUJN S-TAIRS SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO V-m" 8'-O" AND OVER: BLK. WALL TO 9'-4" 2X4 WALL W/ CONT. SHEATHING TO BRG. SECURE WALL TO BLK. W/ 1/2"xV .A.B. 32" O.C. " BM. TO POST MTS-12 POST TO BLK. META-14 �- BLK. COL TO 9' - 4" 2X4 WALL W/ CONT. SHEATHING TO BRG. SECURE WALL TO BLK. W/ 1/2 "xV A.B. EACH END (4-TOTAL) C0NNE1CTORS TO BE 511"1PSON U.N.O. TRUSS TO E3L< META -fro W/12-10dXI 1/2 TRUSS TO WOOD MTS -12 W/14 - I0dXl 1/2 Q L -1 -A z_ u� K 2X4 COLLAR TIE 2X RIDGE O} O EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS 3-12d RAFTER 1X6 NAILER 3-12d �TO NAILER 1/161, IX8 NAILER --/— OR 1/2" PLY. 2-126 EVERT' TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE D O.C. P. INISH 6 ILL KNEE WALL DETAILGOENTRY (�4 HIP DETAIL AC C U S/P/AN BAKERS RO S S ING LOT#60 PHASE#2 MODEL: 9 9 1 7 4 L" 9 9 4" FRUSS PLAN >>A B>> ' DATE: 11/6/03 SCAT V4' ■ 1'-01 i- EET 4ABOF MODEL: 99 1749 L9 W-4" ELECTRICAL PLAN MEMO op womommmmmmmm" DATE: 11/6/03 SC AT: V4101'-0' SHEET 5 OF 5 NOV 1 0 2003 2X4 DBL MI6" EMBEDMENT 1/2" X 9" SP-4 1�" O.G./EA. STUD TOP PLATE 2X4 Mlp-WALL 2BXL MID -WALL N. ANCHOR BOLTS 1 3' O.C. E3LKG " (o"X(o" #1D W.W.M. 05 REBAR 5ET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 MID -WALL 1/2" X 9" A.E3. 32" O.C. 2 AE3V. CON(. z PSI EPDXY 25" MIN. ABV. ("EMBEDMENT BLKG ro" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/(o" MIN. EMBEDMENT 1(0" O.C. MAX. I(o" O.G. MAX. `4"X(o" #lm W.W.M. -' II"x�" #im W.W.M. 2X4 P.T. SP-4 fro" O.C./EA. STUD SP-4 lro" O.C./EA. STUp- BT PLATE 2X4 P-T. 53T PLATE 2X4 P.T. BT PLATE 0 0 (2) CONT. #5 REBARS I'-4° �Z fk u '° CON(. SLAB - = GONG. SLAB- 1� 1_4 2-55 ON CHAIRS 1 8 z CON(. SLAB - � -I/ m 2 #5's CONT. 4 1 0 4 3 #5's CONT. �- 4 2 #5's GONT. U TYP. RETROFIT FOR ALL cq - OMITTED FOUNDATION DOWELS `� UJOO® FRA1"f E FOOTING 015L< YP_ WALL SECTION INTERIOR BEARING WALL INTERIOR BE,4RING WALL INTEfi�IOR �EA�'ING UJ,41=1=/NO l�PI=IFT � SINGLE STORY 3 1/2" HEAD OF GARAGE 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 5/8" DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. -1 5/S" Clef. II �o "X(o" #1 D W.W.M. ro "XC " #l0 W.W.M. CURB 6 "Xro" #I0 W.W.M. 9 ANCHOR BOLTS AT 3 O.G. MIN �" EMBEDMENT \� 7 5/8 CURB II II = ONLY IF UPLIFT ON WALL "Xro " #10 W.W.M. N MIN r" EMBEDMENTEXTEND 1 1/2 m 6 "x6 ° #l0 W.W.M. I� RECESS /2" co �} II II =a °� 2-#5'5 ON CHAIRS �'' (3-5'5 W/2-5TORY) � 0 0 0 2-05'6 ON CHAIRS 4 ° ° cn SINGLE (3-5'6 W/2-5TORY) SI 8" 4" m — 1'-S" 3 #5'S ON CHAIRS STORY STORY 1'-O" 2 #5'5 ON CHAIRS. I -g I'-8" TWO TWO THICKEN EpGE GARAGE CURB STOP INSIDE FTG. AT GARAGESTORY STEP-UP STORY INSIDE FTG. AT GARAGE STEP-UP (oGARAGE SERVICE/POOL C,aRAC-�E CURE3 CARACE CURB 1-5TORY BEARING WALL 2-STORY BEARING WALL � DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, (3)"' 5 RODS EA. WAY ON 8" CMU COMPACT O LPA MIL.TERMITE VAPOR TREATED CHAIRS (MIN. 3" COVER) _ TOP CORD BLOCKING AT 4' (o"X(o" #IO W.W.M. O.C. MAX. IN FIRST 2 FRAMING 411 GARAGE 6LAE3 N z SPACES AT EACH END. GRADE ---SL f D INC DOOR TRACK m RAFTER OR TRUSS SLOPE CONCH I y cY� ROOF SHEATHING = 2'-01' TO FRONT(1/4 -1/2) CURB WALL GONG. DRIVEWAY = ROOF SHE4THINC LAYOUT 1 1/2" DR E 0a ANF-) ED NWALL BRACING 7 n GARAGE FOR GAE3LE END FRAMING 9 1/2" BYD EOUN_ 3 #5 s CONT. 1 S 3" MIN. COVER z _ Q 24"X24" EXT. PAD SLAB AT SL- GLASS DODR GARAGE DOOR � BUILDING LENGTH V Ia 11 � � 2 -STORY FOOTING II II II #ab GUN NAILS '@4" O.C. #06 GUN NAILS II II TOP BOTTOM EDGES �n 6 O-G. IN FIELD �I II II u'-}1' POURED LENTIL TO BE II II cn Q Q ' o' CONT. (TYP) #5 REBAR �I II OUTSIDE E3AR s- II _-A > 2X WALL FRAMING �I Q Q 1� z U (3) 1/2 "X8" ANCHOR BOLTS — — _ — — II II CONTINUOUS ; Z z -____ z u� z - zo 8 CMU FILLED or (3) 1/2 X8 J-BOILTS — _ — — — z ca CELL (TYP.) MIN. 6" EMBEDMENT 3 W/ 2"X2"XI/0 WASHER AND O T,T'P. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP_ REE3AR LAP ATTACHMENT FOR ROOF SHEATHING IN JOINTS PRIOR TO, FILLING. CORNERS @ NOTE - (SLEEVED ANCHOR IN SOLID ..........WHEN G�.U•ED TO (ROOF 1"IE1''1�E� POUR ACCEPTABLE RETROFIT) 2-#5'5REBAR @ 1 STORY I 3-#5'5 REBAR e 2 STORY II�1 I I�l -8 EpC-;ES 4 1011 -12" IN FEILp T`1'1=. EXTERIOR SHEATHING ATTACH" IENT POURED LENTIL FOR SHEAR AND UPLIFT CONT. (T1'P) (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUp TO PLATE GROUTED PRE -CAST HDR. SIDES: BCDND BEAM 6 GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS Z 2X fk (3) I/2"X8" ANCHOR B0LT5 TIE TO HORZ. BARS I or (3) 1/2"XtS" J-BOLTS 8IMIN. EMBEDMENT (o" EMBEDMENT MIN- 0" GMU FILLED a W/ 2 "X2 "X1/8 WASHER AND HORZ_ REINFORCING VERT_ REINF_ CELL (T�-P.) '� -- NUT SPACED EVENLY FROM #80l GUN NAILS � I. 6 HOOK 1T FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD IN GROUTED IN JOINTS PRIOR TO FILLING. !�1 CELL 1-2X6 PT BLOCK 6 CENTER OF ` Q DOOR HEAIDER WIN) - (U 1/2 "Xa" ANCHOR BOLTS z U = CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS z Q J.d FOR GROUT L IFT �" EMBEDMENT n - S.a —ate — • —• 5 FT. UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT �4 HORZ. REINFOIRCING Z V FOOTING DWL IS (" 1--I00K } NOT REQ'D. T1'P. FLOOR DECKING C HORIzONTAL/vERT"ICAL REINFORCING 0 ATTAC;Ht-1ENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST Nov:1 0 2003 BAKERS ROSS�ING LOT#6o PHASE#2 IMONOLITHIC BLOCK DEVILS NOTES DATE: 10/"7/03 SCALE: V4101'-01 SHEET Di OF 4 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND (SEE TRUSS PLAN 2X4 SUB -BAND Q FEILD STREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVE5,WAVERLEE WOODS 2"X4" BLOCKING 2Xo SUS -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE KEHOE,CYPE RSS HEAD 2Xo SUB-5ANp 2Xo SUB -BAND FIRST TWO BAYS 4-0 O.C. MAX METAL LATH ALOMA WOODS LAKE KEHOE CYPRESS HEAP LAKE KEHOE CYPRESS HEAD WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS — ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/10" OSB OR I/V TEXTURED ASPHALT SHINGLES. " METAL DRIP EDGE _ -i/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION OR I/2" PLY. W/ 15# FELT 1/10" 055. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. ON #15 FELT OVER I 3/4" T G PLYWOOD 2X4(CONTJ METAL DRIP EDGE 1/lo OSB. SHEATHING TO BE GLUED HURRICANE STRAPS SEE TRUSS ENG. . ROOF TRUSSES a (SEE TRUSS PLAN FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) I/2" CLG. BOARD � TEXT. METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING HETA-lo (1)#5 CONT. LL UPRIGHTS OVER 4'-10" ALUM. FINISHED VENTED SOFFIT LINTIEBLE DDED rc STRAP 1X2 FURR STRIPS FEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED S7wo ° 1/2"CLG BOARD 4 TEXT. ALUM. WINDOW 1/a" TEXTURED FINISH 8 LINTEL BLOCK FILLED1/2 DRYWALL SEE FLR./EALU FOR DES. WOOD BASE (TYP.) OVER 15 FELT OVER R-19 fNSULATION TEXTURED -1/l0" 0.5.8. SHEATHING CMU'S PRE -CAST LINTEL 1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2" PLY. /--- FINISH �- FELT BARRIER OVER GLUED & NAILED ALUM. WINDOW -i/lo" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" 0 FLOOR JOI5T/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS t0 DBL TOP PLATE W/ 1/2" CLC. BOARD TEXT. TWO STOR� PRE -CAST SELL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) - FOR JOIST TYPE SfMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR M6TA-24 24" O.C. MAX �tR� L 8" CMU R-4.2 INSULATION O (I)#5 CONT. OR MDR SIZEAN HETA-16 1X2 FURRING STRIPS �/� BAND DETAIL 1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" SEE FLR./ELLEV FOR DES. SILL A WOOD BASE S" LINTEL BI-OGK FILLED 1/2 DRYWALL 1/10" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER O Q FELT BARRIER PRE -FAB TRUSS 4 ALUM. WINDOW FLOOR J015T/ o "Xo" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. OR FIBER MESH SEE FRAME PLANS caP-4 32" O.C. /� STUD 2X4 DBL. TOP PLAN o REINFORCEMENT - FOR JOIST TYPE PRE -CAST SILL GONG. SLAB OVER CLEAN, HETA-lo"a 32" 0. C. MAX 1/2" CLG. BOARD 4 TEXT -.a 1/2 ° DR T WALL COMPACT,TERMITE TREATED O (1)15 CONT. z z ui SOIL OVER o MIL V15. VAPOR 2X4 WOOD STUDS LINTEL BLOCK IX2 FURRING STRf PS" 0 0 S 1'-4" 2 05 CONT. CMU BARRIER,W/oo # a X 10 WWM (FILLED) 2X4 CONT. STRESS /006" O.C. U nu - BLOCKING MID-UJALL TEXTURED FINISH 1/4° - ° ° I/2" DRYWALL WOOD BASE (TYF.) PRE -CAST LINTEL 2X4 PT. PLATE Q LUM. WINDOW SP-4 32" O.C. 0STUD 1/2 "X9" A.B. 32" O.C. z [Y SEE FLR./ELAEV FOR DES. (WHEN UPLIFT � j T•"1'P. UJALL_ SECTIONT_ � SILL �EMBEDMENT ° I — BLK. O O # GONG. SLAB WOOD BASE (tYP.) _z - o Xo 10 W.W.M. PRE -CAST SILL 2 #5's CONT. ° Z (K 3 #5's CONT OR FR C. IBEMESH CON5LAB 4 4 ^ L" u I RE INFORCEMENT 1'-4" m } -Y} 8 CMU o MIL VIS _ -� VAPOR BARRIER INTERIOR E3E�Afi;;,:)ING WALL TEXTURED FINISH 1/4" ASPHALT SHINGLES OVER T�1'P, WALL SECTION � _ NOTE. FOR WALLS W/FLOOR LOAD -ONLY #15 FELT ON 7/l0" O.S.B. DO NOT Ii`.lSTALL CONNECTORS. 2 "X4" BLOCKING ~ Q SHEATHING OR 1/2" PLY FIRST TW(O BAYS Z-STO',1' c0 Z 4'-0" O.C;. MAX o"Xo" #10 W.W.M.. ~ 2X4 DBL TOP PLATE METAL DRIP EDGE O O OR FIRER MESH 2X4 SUB -RAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRU55 ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS 2Xo SUB -SAND z � FOR PROPER ua L w � � LAKE KEHOE,CYPRESS HEAD BRACING (SEE TRUSS PLAN) } y } ALOMA WOODS ,ROOF TRUSSES DBL. TOP PLATE C3) #5's CONT. WRAPPED/ALUM FINISHED FASCIA N O ``� I/2" DRY WALL 24 O.C. CRIPPLE 5TUD5 Ff ENG. GABLE TRUSS INSULATION RST FLOOR BLOCK -1/Io° o.S.B -R-19 2X4 SPF STIFFBACK AT SECOND FLOOR FRAM ALL UPRIGHTS OVER 4'-10" 2X4 lo" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -i/S" TEXTURED FINISH = � HEADER (SEE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. " 1/2" CLG. BOARD 4 TEXT. TEXTURED FIN1SN -1/l0" O.S.B. SHEATHING 2X4 NAILER CONT, BT. PLATE OR 1/2" PLY_ (2) LAYERS /lo SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE LATNAOVE TE E '. '..;••'.� 1/ N. 6'gl' M S WM NT O.S.B.SECURE E/4, LAYER # M E BED E 2x4 P.T. PLATE W/ ° W/2 Sd,s V-12"" O.C. -,.• HD,R. 5TUD(5)/JACK(S) I/2 ° DR'I'UJALL of 15 FEL • y 2" DIA. WASHER 1/2 "X9" ANCHOR BOL T5 MAX. 32 O.G. MAX MIN. C " EMBEDMENT 1/2" X 9" A.B OOF,::,J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRES2X4 WOOD STUDS #5 REBAR conk.S W/2" DIA. AT 32" O. G. 32" O.C.MAX STUD TO HDR. KING STUD(S) SP-4 BLOCKING MID -WALL SECURE TRUSS TO 2X6 W/ TOP 4 BOTTOM) 12 d e 0"-8" 3/4" T 4G SUBFLOOR CON[. FILLLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF. WI1TH (1)05 ROD GLUED s NAILED 4" O. C. Q EDGE o" O. C. 'a IN FEILD a" CMU FLR. JST. SIZE SEE FRAME PLAN TEXTURE FfNfSN 1X2 f�.T. FURRING STRIPS SHEATHING OVER 2X4' `'• `� R-4.12 INSULATION NAIL PER SCHEDULE 2rd FLR STUD TO 1 1/2" CLG. BOARD 4 TEXT. let FLR. STUD 2X4 DBL. TOP PLATE �JOOD FRAME TO BLK. -04 1/2" [DRYWALL - _ _ =IT - _ _ — — _ _ =I MSTA-36 32 O.C. I/2" DRYWALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS O.C. WOOND BASE I I I I I I BLOCKING MID -WALL II II 2X4 PT. PLATE NAIIL PER SCHEDULE/ SP-4 32" O.C. � STUD-\ 1/2"X9" AB 32" O.C. BC.�LT PER FND. PLAN MfN. o" EMBEDMENT �z cz o "XFo" #10 W.W.M. CON[. S A z - LU (1 0 o OR FIBER MESH B 4" / 4" T 2X4 COLLAR TIE 2X8 RIDGE } REIN4FORCEMENT TTP EXT�ERIOF, OPENING IN FfRAlIE 3 #� s CONT. 1 8 m - EVERY OTHER RAFTER Lu Z w 4 2Xo RAFTE O O O % (� U mu 2 #5 CON1T. U T'f'P. WALL SECTION /_ -STORE 2-12d EVERY TRUSS INTERIOR 5EARING WALL 1Xo NAILER 3-12d RAFTE 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. 1Xa NAILER A OR 1/2" PLY. 2-12d EVERY TRUSS 3� BLK. 1-5TOR�r (GABLE) MINIMl tM- WALL AND' M ADE CONV, DETAIL=/VY4 STIED R OU' I R M NTS Nov 10 �00 MAXIMUM HEADER SPAN (Pt.) UP TO 5'-m" TO a'-m. 4'-11 1/2' -l'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 1 2 AT EACH END OF HEADER 1 3 � r � ILOT#60 PHASE#� MONOLITHIC BLOCK DETAILS & NOTES DATE: 10 / "7 / 0 3 SCALE: V41■1'-01 SHEET f " ?r _ _ 1 P. 1000 Ufi LIFT SIMPSOM MTS-12 W/-i 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT MSIMPSOM MT6-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/1 IOd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL �I i i $1 I I J, , =1 4- t a„ k t I f1f o� ;I -Rues FINISH 9 LANDING BOND BEAM TfRUSS ANCHOR 1DETAIL=F-,ETROPfT 9" MIN. LESS THAN 10' REC�UIRES 1' NOSING DBL 2X12 FLOOR JOIST 3/4" PLYWOOD 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/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE w NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 1X2 PT.TOP OF BOX DBL. TOP PLATE 2X4 STUD 1/16- OR 15/32' O.S.S. W/-I/&' TEXTURED FINISHED OVER GALVINIZED METAL - — — — PAPER BACK LATH ' f SIMPSON H-5 (MIK) 2X4 TO TRUSS i. PRE. ENG. TRUSS 4 ,I 2X4 5TM. PLATE w 3/4" PLYWOOD 2XI2 TREAD CUT TO FIT - 1X8 RISER LESS THAIt'� 4" TYP,� BETWEEN SPINDLES -6P4 OR H-5 TOP PLATE TO STUDS 2'-0' A5v. 10'-V LEVEL TO RROOF OR 2'-O' ABV. HIGHEST RIDGBE WITHIN T-0' 101-01 FRAMED CRICKET 1/2" G IF_q 1' NOSING TYP. Q m � r STA I SE CT f ON [DE TA L S PRE. ENG. TRUS IX2 PT.TOP OF D5L. TOP PLA' 1/16' OR 15/32' Wri/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1. CI411INE ' DETAILS CRICKET SIMPSON H-5 (MIN.) 9 2X4 TO TRUSS SECTION 2'-5-1/2" FLAN ViEUJ 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES A5V. P. Y 1211z z � � I 3ro" MIN. FINISH ST/4IF--, UJINEDER [DETAIL ASPHALT SHINGLES OVER +' 15 FELT ON 1/16' O.S.B. — (2) 2X4 #2 ND SYP DIAGONAIL BRACE / W/ 3-12d lo EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BILOCKINGgFIIRST 2 BAYS (2) Imd NAILSGEA END TO TRUSS 2X4 SYP 6TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' OS5 SHEATHING USE 8d NAILS AT 4' o_c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM (W/ 2' IDfA. WASHERS) e 32" O.G. MAX.>:�1/2" CLG. BOARD TRUSS 24' oc. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d EA. TRUSS R-19 MIN. 1-+'S RE5AR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' E3RACE 30'-1" TO 60'-0' (3) 'X' BRACE (1 'X' BRACE lw CENTER) (2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END) GxA5LE EN[D CR055 5RAC INS 1- STORE' 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ 5LK W/ META-16 F — — CURE TO TRUES W/ 3-12d 6'-8" O.C. MAX TYP. 2X4X4' SE 2x4 5LK SECURE THRU TRUSS W/3-12de ENG'D TRUSS 24' O.C. MAX I'-0" 2'-0° 21-011 EXTENSION %o OF'T SERVICE DF, N.T.S METAL LATH -i/I�" OeB OR TEXTURED/1�" OeB OR 1/2" PLYWOOD FINISH 1/2" PLYWOOD W/ 1154* FELT W/ IE FELT 2X(o (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) vIMPSON EXPANSION 2" MIN. HETA-16 JOINT O�rERLAP CAULK SIMf SON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORM' TWO STORY (2) 2X4 02 ND SYP DIAGONAIL BRACE— W/ 3-12d g EA TRUES ( DIAGONAIL BRACE TO COVER F2 TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16" 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2x4 W/ 3/5' X 5 LAG OR SIMPSON HTC-4 s 32O.C. MAX. SHEATHING NAILING TO BE 6'-8' OZ. IN FIELD 4' O.C.®ALL EDGES W/8d NAILS SEC01"dD FLOOR FRAMING ASPHALT SHINGLES OVER 15 FELT ON 1/1ro' O.S.B. — �COMMOM 1/2' CLG. BOARD TRUSS 24" o.c. NAIL CONT- RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. P51- TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLATE iU5-FLOOR MAILED { IETA-16' FLR JST TO BLK ARM�FLR TRUSS I-05 RE BAR CONT. e�He 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G;/4L E END CROSS E5R,4C f N 2 = STORM BAKERS CROSSING LOT#60 PHASE#2 MONOLITHIC BLOCK DETAILS 8c SECTIONS DATE: 10 /7 /0 3 SCAT E: V4101'-0' SHEET D 3 OP' 4 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD 512E 300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND 18' 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 5IZE.145 MIN HEAD SIZE .300 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 6. (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') 18' O.G. MAX. SPACING. 5'FROM EACH END ANp IS° PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X 6: CEKI 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.C. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ABV. W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK 5IZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD SIZE .300 MIN HEAD SIZE .300 16' HIEGHT. OR DRIVE PIN (MIN SHANK 6IZE.145 1/4' TEXTURED FINISH MIN EMBEDMENT i 1/4") MIN EMBEDMENT 1 1/4') _ MIN HEAD SIZE 300 1/8' TEXTURED FIN15H WITHIN 8' OF EACH END 4 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') OSB SHEATHING 16' O.G. MAX. SPACING. 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HfEGNT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 -�/16' OSB SHEATHING O.C. MAX_ MIN 1-I/4 EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X SOLID BLK'G m ARCH 2 X 8: SECURE TO BLOCK --1/2' DRYWALL MIN HEAD SIZE 1/4' TEMPERED MA60NITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE a" CMU - I'X4' OR I'X2' P.T. NAILER .300 MIN EMBEDMENT 1 1/4') `2X4 BLOCKS SLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 MIN HEAD SIZE DOOR CASING 8' FROM EACH END AND IS' ''- CMU WALL MT[_ WDW FRAME .300 MIN EMBEDMENT 1 1/4') O.C. MAX. MIN 1-1/4' EMBEDMENT WITHIN 8' OF EACH END 4 NOTE: _ #NOTE: NO GAP Q WDW FRAME IS' O.C. MAX. SPACING. DOOR JAMB SHIM A$ NEEDED TO PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4'. T A j L j � 11 AF �A � [DETAIL AND D U'� D EfR PER MANUFACTOR'S DETAILS. I /� f� I I I I I I /�r. 2 X 4 (MIN 2 X 3) I -3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 ,� PRECAST HEADER(MIN) MIN HEAD 81ZE 300 DBL_ TOP PLATE MIN EMBEDMENT 1 1/4') 1/5" TEXTURED FINISH 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT 1/16' OSB SHEATHING 1X4 P.T. OR 5/4' X 4" MINI. SECURE THUR FRAME AND, O.C. MAX. MIN 1-1/4' EMBEDMENT 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 16' HIEGHT. 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 8IZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 MIN HEAD SIZE 300 2 X SOLID BLK'G g ARCH MIN EMBEDMENT 1 1/�4') 8' CMU-- --1/2' DRYWALL 1'X4' OR 1'X2" P.T. NAILER MIN EMBEDMENT 1 1/4'J SECURE W/2-126 EACH END REFER TO MANUFACTURING 8' FROM EACH END AND 18° DETAILS FOR SPACING. - DOOR CASING O.C. MAX. MIN 1-1/4" EMBEDMENT _ i/16' OSB SHEATHING ATTACHMENT PER MANUFAGTOR'S SPEG'S. _ 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON rl7s 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT) MTL WDW FRAME NOTE: ' OR DRIVE FIN (MIN SHANK SIZE.145 2X4 BLOCKS NOTE.- NO GAP 9 WDW FRAME DOOR JAMB SHIM AS NEEDED TO MIN HEAD SIZE 300 -. TO EXCEED I/4' DO NOT B EGED 1/4'_ MIN EMBEDMENT 1 1/4') - CMU WALL _ 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT I �`}_ �` IDO C� JAI 1 5 TO /� B L O C< 3/4 O F E5/4 ACk4WA'r D TA L AND UF NAILING SCHEDULE ALL NOTES IN REFERENCE ROOFDIAP-- TO ELC)RI�A BUIL DING - -' 6' O. OR I/!' FLY WITH NAILS AT 4' O.C. AT 111 AS'0 CsWI USE /I SUPPORTED PANEL EDGES AND 00 GUN NAILS AT 6' O.C. AT`.. C/®C)E 2001 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ..._. �._., .. .:... ROOF SHEATHING TO GABLE END FRAME _ _ _ .. . .. USE 'e GUN NAILS • 4' O,C. ,.., _-_ . -:/ter• SITE SITE PLAN NQO`TES EXTERIOR SHEATHING - ' P-ANEL BIDES AND '0 GW! NAILWITS 44'' OG. TORAILS ABOTTOM AT PANEL AND MB CAN NAILS AT 6' Or- AT _ AT LIVIN53 AREA SHALL BE MINIMUM 18' ABOVE INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHEku(SE NOTED, THIS BUILDING IS NOT INTENDED To BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER- CONSTRICTED WIT«IN A FL4 �.'D_Z�"NE FMOWRING A FINISH FLR ELEVATION I f ENTS ABV. 103' MEAN SEA LEV_L. CONTRACTOR SHALL VERIFY ELEVATION N,A I L REOIJ REl OF FINISH FLOOR SLAL3 WiTf l SIGNED AND SEALED SURVEY. SIZE HEAD LENGH7 DIA TENSIL STIR- �/ LVI Vrw11�/STIR-�RFiLL ia' rVC l IV HLL ENTIRE WL�J, RGLiULIiIIV V AND RESTRICTIONS HAVING JURISDICTION. 8d ROUNDMODIFIED 1 1/8' .113 110)000 OR T 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALES OR OTHER SY5TEM5 TO AN OFF -SITE DRAINAGE FACILITY. Imd 2 I/8' 128 1 im�dmm 5) LANDSCAPING. IRRIGATION, BE d" IING. ETC. SHALL CONFORM TO LOCAL NOTE: NAILS TO BE MFG..BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTfONS AND 6TAPLENAIL 4 TOOL A66OCIATION AS SELECTED BY BUILDER 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE GENERAL NOTES PEITTED SEPARATELY BY ENGINEERED SHOP PRAWINCsB. _ RM i I. DESIGN AND LOADING ` / A. ALLOWABLE UNIT STRESS AND DE51NG CRITERIA: PLUMBING NOTE S CONGiRETE A^f_318_. I. BUILDING CODE REQUIRMENT5 FOR REINFORCED 2. FLORIDA BUILDING CODE 2001 �- 3. WIND SPEEDS 110-120 (P_ERWIND 6PEED MAP) IJ SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40J 4. WIND IMPORTANc1=-FACTOR (I) AS APPROVED BY THE BUILDING OFFICIAL. _. - 5. WIND 5XPOSURE 'B' PRESSURE CO -EFFICIENT +18 THRU -18 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATES ,_ _ SO+LINT;=RNAL 2 3) CONDENSATE LINES SHALL MIN. 3/4' DIAMETER PVG BEARING PRESSURE USED IN DESIGN 2000 PSI FOR WITH �- p"NEErTiTINU OWAUS TALL DBL. TOP PLATE B DIBL. TOP PLATE IllBAL1ELSFOIL 4) PROVIDE AIR CHAMBER FOR WATER SUPPLIES. DBL. TOP PLATE 3, CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR 5TRIITURAL 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 BACKFLOW PREVENTER 2X4 16" O.G. MAX. PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM To ASIM A615 A616 OR 61�, GRADE 4m U ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSE NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 2X4 16' U.G. MAX. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I6 ROOF LIVE LOADS OF 20 PSF 8J PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X4 A. ALL STRUCTUAL LUMBER SHALL BE R SYP. ALL STUDS SHALL BE STUD GRADE SPF. (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 PERMITTEDB. TO WOOD W/2-12d 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'-8' O.C. STAGGERED SECURE 2X4 TO WOOD W/2-12d m RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6. TRU6-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH A. PRE-ET 6-8 O.C. STAGGERED FLORIDA BUILDING CODE 2mml Im) ALL GLEANOUTS FLUSH WITH GRADE. BT_ PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE -1. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND e3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA SECURE 2X4 W/2-3/16' 7APGONS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK 6IZE.145 4RC1�'iII IIII II WIIAT' C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS 8. ASPHALT SHINGLES 2001. MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5IZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD A5TM D-225, UNDERLAYMENT TO BE A6TM D-226 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 OTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EOU N QATION NSAVING Ib GALLON FLUSH TYPE EXCEED 18' O.C-MAX. 2X4 SoL ID BLOCKING MIN EMBEDMENT 1 1/4') 15) ALL WATER CLOSETS SHALL BE WATER SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.SP. MIN_ ALLOWABLE BEARING BLOCK NOTES MIN. 2-12d PER 5LK. EA. END 1/2" PLYWOOD EXCEED 10, O_C_MAX. PRESSURE. OR 1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACf 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH A5TM C9m AND C145 AND SHALL SECURE TO SHEATHING W/ I/2' PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRE66IVE STRENGTT OF IWO PSI. OR �1/16' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONG. POUR MORTAR MIN. 2-12d PER BLK. EA. END 3. CONCRETE 26 DAY STRENGHT SHALL. BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM c27m. METAL ACCESSORIES AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM To THE T 1 0 A fRC k4LUA� Ld / Ud I I Y D IO f f I I 4. ALL SLABS SHALL BE MIN_ 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: AND WIRE ANCHOR.. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. A6TM 36 FOR JOINT , HEADED AND B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. A6TM A366 FOR SHEET METAL ANCHORS AND TIES. 5. REINFORCED STEEL: ASTM A&I5, GRADE 40. VERTICAL REINFORCEMENT C. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL. PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HOR1Z. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF A5TM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WOW, 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.G. 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 SHALL BE FULL HEAD AND BED JOINTS. E2. BED AND HEAD JOINTS SHALL BE 3/9' THICK. 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 MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. 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 BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. / 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH A5TM A66, A&I6, A611, OR A-106. FINISH GRADE /10. FINISH SLAB TO BE 8' ABV. FINISH GRADE WOV 0 2603 j Wei I'll, R-lig a' I ILOT#60 PHASE#2 MONOLITHIC BLOCK DETAILS OC, NOTES DATE: 10/7/03 SC ALE: V4owl 1-01 SHEET ID4 OF 4