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Home My WebLink About227 Clydesdale Cir 04-179 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 - -- Orlando, FL 32822 (407)857-9101 CBC 055300 _. ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE ' SUBDIVISION PERMIT # Oil— to DATE PERMIT DESCRIPTION �—Rm PERMIT VALUATION SQUARE FOOTAGE t� d cn cn I., d IA m q { z :.r Y, i 3� t ikA �ar 3� t i DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 _ ® OCCUPANCY — RESIDENTIAL GROUP R • CONSTRUCTION TYPE - VI • 1-STORY RESIDENCE:- BLDG HGT 19'-8" 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 4. 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 , s CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING s` 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 CONTFORM 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 Ia<<--PSF ' WIND LOADS IN ACCORDANCE WITH FBC, SEi;'I'ION '1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION,, INTERIOR' _y_ RTITIONS PSF PERPENDICULAR TO WALL FACE{. (DETERMINATION OF WIND FORCES AS PER FBC, :=SECTION 1606.1) °"B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30P'SF LIVE 10PSF DEAD ' FLOORS ® NON —SLEEPING AREA-40PSF LIVE 1OPSF ` DEAD BALCONIES-40PSF LIVE IOPSF DEAD s 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—EFFIC,ENT=+ .18 I E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 5. LUMBER r A. ALL STRUCTURAL LUMBER SHAILL 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 bh 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 MIANUFACTOR ENG.SUPPLIER - C. DETAIL TO BE ATTACHED TO PIERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION DOWEL PLAN PG 1A LINTEL SCHEDULE PG 113 WIND LOAD CALCUILATION PG 2 FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPT. COVERED PORCH PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC. DETAILS PG D4—MISC. DETAILS 7 0 0 0 9 9 www. drhorton. 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, F'LORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 Jed 4 t PLANs REVIEWED CITY OF SA'VFORD BAKERS CROSSING I LOT#63 PH#2 MODEL: 991732 9 COVER PAGE [" F � a` � 1�F 1; Sk �I I I yI' i 1 � :i � fr r� r' .j 4 k 40'-011 --------------------\ 28'-2" 8'-2" 3'-8" 1 _ 21'=9" 9'=011 31_311 I 5 -------------- 14'-11" _ I _ _ _ *_3 1/2" CL W I \ / I l WC..I 3 I i coNc. B I I I I - --- -- ---- I SLAB LI — — — 1 I LAV. LAV- /\ I = lID EXTEND I DI I 1 I D1 SLAB 1 1/2' _I N.B. I I 4, �\ ' ��---- t--------- '\-- .�� ;—----------� OPT. REF. ;-------------� / I I \I REF. = ®I I IWc_; I ` 'III I OPT. POOL EATEN II I Lj 2'-�" 1'- 13'-0" 2XI �n II � � ----- -- - i Ira II WALL I m DI I I C 0'-0" ELEV. — — i 51 FIN- CONC. SLAB sp° °p° r — I r 1 IRANCx LAV'' oPt 3 1/2" CONC. REINFORCED LAV. II W/(O "X6 #10/10 WWM OR F 15ERGL,4SS RE INF. ON io -MIL. r II VAPOR BARRIER ON WELL -COMPACTED NII CLEAN TERMITE TREATED FILL OR II APPROVED SUBSTITUTE, II (RECRUIT II SYSTEM) % —I TUB — — — — — — — — — 20'-11" , ,`n I OPT. — I W. I — 5 EXTEND D1 SLAB 1 1/2" I OPT. 31 oil WH. IN SAFETY FAN^ — — J IF — A/G = 3 1/2" // ^ \ +�� -3 1/2" m SLAB \ `- — _ — — — 74" P.V.C. _ 14' - 4" CHASE r' i ® I 8 I D1 I >} ELEV. D4F 7-z o w (� p � can BRCS. FTR N Q�v W Q I 0'-0" ELEV. FIN. CONC. SLAB 11 5 D1 1 DI N I ■ i--- 4 Z I 2 EXTEND SLAB 1 1/2" S" CURB I ■ WALL 11 4 1/2" N.B. ' L � -3 1/2" � 3 1/2" GONG. SLAB 2'-10" 40' —0" V OUNDATION PLAN 0'-0" ELEV. FIN. CONC. SLAB 0 v- m N.T.S. ----------- ---------------- / N \ LUR/ 71 I I; uC- Lj_V ................ I/ �I 4'-12'--6" 1 2" W6 2X LL I A WA LI �t- I � I L 31'-8" 23'-a" 1'1' - 01 v 13'-0" -all I ------------------1 --- ------------------------ it ® I I I \ I 3' _ 0 k, I � I I I1'-0" \--------- --% C-1)ELLEV. YDOWEL LAYOUT — — — x- o L� � LAV. OPT. LAV. = N I r I l TUB - - - - - - - - - - - - - - - - - - - - - - --------- OPTIONAL MSTR. CLOSET HURRICANE RESISTANT I r BAKERS CROSSING LOT#63 PH#2 MODEL: 99 1 7 3 2 - L99 FS /B C F'OIJNDATION/ DOWEL PLAN DATE: 9/26/03 S C ALE: V4101'-0' sHEET 1: i a I I �t 3 j t�c i ) _ �f f AOT#6 PH#21 MODEL: 1"732- L" 6/12 ROOF FS. /BC LINTEL SCHEDULE (DATE: 0 /2 6 /0 3 SCALE: V4'•1'-®' SHEET 1A03F 5 161-oll X II-011 O.H. O 1 3065 DR C= G (2)25-SH W/ W/SIDE LITE ARCH TOP A5V. O C=4511x1O11x1411 1� D= 35-5H W/ TRANS. ABV. 5411X20"X25" D = 45X45X5411 o"" 3 E = TRANS. A5V. 35 - SH W/ TRANS. A5V. 15 o 54"x10"x1611 E = 45"x3011x3611 TRANS. A5V. G TRANS. A5V. F= G (2)25-5H W/ 60'1X3811 1/2 RND. ABV. (5) F= 4811x2ro`x5lll �✓ TRANS. A5V. "+dIND LO AD C ALC ULATIO NS Ee COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND 120 MPH WIND 1 28 30ro5 DR W/SIDE LITE 4 20.5/ -22.3 24.3/ -2 o.5 2 5 481'x1011x14" TRANS. A5V. 4 21.8/ -29.1 ELEV "C" 25.9/ -54.1 3 19 48"X4511X541' TRANS. A5V. 4 20.9/ -21 ELEV "DII 24.5/ -32.ro 4 12 48"x30"x3ro" TRANS. A5V. 4 21.6/ -28.1 ELEV IIEII 25.1/ -34.2 5 18 45"x26 "x51" TRANS. A5V. 4 21/ -26.6 ELEV IIFII 24.8/ -32.9 112 GARAGE 161011 X 11011 5 18.3/ -22.4 21.5/ -26.1 7 11 25-SH 4 21.1/ -22.9 25.1/ -21.3 5 1-1 25-SH 4 21.1/ -22.9 25.1/ -21.3 9 11 25-6H 5 21.1 / -28.0 25.0/ -33.1 10 11 25-SH 4 21.1/ -22.9 25.1/ -21.3 11 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 12 53 5065 SGD 4 19.4/ -24.4 23.1/ -29.2 13 lO 23-SH 4 21.8/-23.6 25.9/- 2 8.1 14 24 35-6H 4 20.9/-22.4 24.5/-26.1 15 24 35-SN 4 20.9/-22.4 24.5/-26.1 16 30 (2) 25-5H W/ ARCH TOP 4 20.4/ -22.2 ELEV IIEII 24.2/ -26.4 11 33 35-5H WI/ 54"X20"X25" TRANS. ABV. 4 20.2/ -22 ELEV IIDII 24/ -2ro.2 18 25 35-5H W/ 54l1X101X16" TRANS. A5V. 4 20.5/ -22.3 ELEV IIEII 24.3/ -26.5 19 41 (2)25-6H W/ 6011X3511 1/2 RND. ABV. 4 19.(o -21.4 ELEV "F'I 1 23.4/ -25.6 04 ---ioT#i PH#2 MODEL: "1732-L" 6/12 ROOF FS. /BC WIND LOAD CALCULATIONS jrAl_ DATE:9/26/O3 SC/IX: V4101'-01 1z 3 " w ' i a; 1" j , 1 ' V, 3. a 9± s 1. r 3. 1 ,w r�. r x � r I — 0 11 O OPT. ARCH OPENING 6" PRE -CAST WALL iR-1SH ---------1= I� W.I.C. I� 8" PRE -CAST WALL I- 3-0 J e" PRE -CAST WALL � OPT. CLOSET MT. ON m 2'-411 -8" 2'-10° - r 0. BATH 1 OOPT . POOL BATH 40' — 011 9'-4" 10'-211 2'-8" 2 5A 2 5'-211 10'-1011 V 10'-6" 9'-10" 3 _Q11 ° WALL. 25-sH 25_sH — — TALL PATIO EGRES EGRESS 80�08 S.G.D. o o ono = m NOOK m LAV. LAV. u 9'-4" CLG N.B. 1 OPEN Cl Q (TILE) q I �y' ASOvE flu v OWNERS � N ( I (Lw I J 6► SUITE O.BATH m A (TILE) 1 cn I C. 2 WALL I L IDL KITCHEN L _ g'-4° cLG. � o z (TILE) z `n 12'-011 2'-4" 3' m OPT. = INSULATION .10 — I _ RANGE m I� WALL ° o �o p_ I — L -J BDRM.#3 I LAV LAV TILE LINE 9'-4" CLG. I 12-8 HALL (CARPET) I m I BATH HC,AC TCUB m - N 4'-0" F5,_41 r) 12'-10 AIN Lu BDRM. 2 5OFFIT 9'-4" CLC�. I —_ — FOR AG (CARPET) - u I —, RETURN LAUN. 1130°x26 ° N FAMILY MT (Y O — WATER NEATER IN I — --_ — ROOM SAFTEY PAN X A.C. 9'-411 r 8 PLATFORM _ (CARPET) - 3OX48 i 12'-0" 2'-411 5'-4" 4'-011 1l/ m 22" X 54" ATTIC I `v LCCES _ J W/ OPTIONAL PULL DN. STAIRS 9'-4" CLa TILE LINE E L E V. 4,5,C,,G u 13'-411 cLG ? BDRM.#4 N N GARAGE ELEV. D,E,F ,6 DEN 00 AGGLG;— — — N (CARPET) FOYER �� 9'-4" cLG.TILE) - ELEV. D,F IL VAULTED CL.G. MT. NI m = ELEV. D,F ONLY p N.B. m > ENTRY p'r 61 -011 X 11-0" O.H. 3-0 DR. W/10" SIDELITE ELEV. C,D,E,F 3'-011 10'-1011 D = 48"x48"x54" ABV. E=48"x30"x3(o" ABV. D= 35-SH W/ 54"X20"X28" TRANS. ABV. 2'-8" 10'-0" 2'-10" 2'-4" 2'-411 �'_111 _Q1 NO LINTEL REQUIERD ..1 E = 35-61-1 W/ 21'-8" 4'-811 13'-10° 54"x10"x16" TRANS. ABV. 40' — 0" FOYER CTILE) ELEV. DF m - ------ ----- - e VAULTED CI-6. p �I m ELEV. D,F ONLY In > ENTRY c° (KI 48"x2&"x51" (2) 25-SH W/ TRANS. ABV. 60"X38" 1/2 RND. ABV NO LINTEL REQUIRED 10'-21 1 31_011 ELEV. 99 F 77 3-0 DR. W/10" SIDELITE ELEV. G FOYER N (TILE) m ELEV. D,F ------f ---- A VAULTED CLC�. p �I ca ELEV. D,F ONLY m ENTRY' w- e LU = 48VX10"x141, (2)25-SH W/ ARCH TOPS ABV. TRANS. ABV. ('{l I 10' — 2 11 _ 19'-211 �— — — — — — — — — — — ELE — — — — 'VT® 99 — — — — — — — — — — — — — — c 99 SQ.FT. CA.LC.9S LIVING GAI;�AC�E ENTfRi' PATIO 1132 45& 22 54 SCE. 50. 50. So. FT. FT. FT. FT. TOTAL 2264 50. FT. li. BAKERS CROSSING LOT#63 PH#2 F6/1 ODEL: 32-L" 2 ROOF FS. /BC FLOOR PLAN DATE: 9/26/03 1S' V.Ai 1/ 1011-01 SHEET 2 OF 5 t � y.I r k` 5 I' S� f �i `I } q, { 1' �9574 . �)'-O" FIN. FLR.k, , O'-O" FIN. FLR.OL 1 i cfl 9'-4" BRG. — O'—O" FIN. FLR.,L — OFF -RIDGE VENT BLDG HGT 13' - 0 " BRG. 9'-4" BRG. 9'-4" o O'—O" FIN. FLR_ O'—O" FIN. FLR_�, C TEXTURED FINISH '� R WINES I I CRmruni—E I ' 1 FOR FOR — IF-2-1 FOR IN Fo-110-1-00:110-1 r0i FRONT ELEVATION OFF -RIDGE VENT (-TEXTURED cp FINISH RIGHT ELEVATION 13' - 6 " BRG. 9'-4" O'-O" FIN. FLR- 12 CRICKET MEMOm 9'-4" BRG. Iry Loll �r TEXTURED FINISH kO'-O" FIN. FLR. ( 1 I 4" BRG. 2'-Oi I I — � — — O'-O" FIN. FLR. 1 5 5A i MODEL: >' 17 32 - L" 6/12 ROOF F'S/BC ELE VA'I'IO N" ]E" DATE: 9 /2 6 /0 3 sc V4101'-01 :SHEET 3 E ®F 5 1 7 V r SINGLE STORY ,4PPL1C,4T1ON SIZE CLEAR SPAN DBL 2X6 DBL 2Xa DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO -f'-0" -1'-011 TO 1011-011 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2X1O DBL 2X12 UP TO 5'-0" 5'-011 TO ro'-4" rot-411 TO 011-011 0'-0" AND OVER 4X4 POST=(2)2X4'S NAILED WITH 12d 6"-0" O.G. STAGGERED 4Xro POST=(3)2X4'S NAILED WITH 126 roll -a" O.C. STACxCxERED TRUSS PLAN * CONNECTORS TO 5E SIMPSON U.N.O. * TRUSS TO BLK META-16 W/12 -1O6XI 1/2 * TRUSS TO WOOD MTS-12 W/14-106X1 1/2 -A y- (2/TIETA-16 9 HIP DETAIL 2X4 GOLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS IX6 NAILER-7 2X RIDGE O y- 0 m (X. 3-12d RAFTER TO NAILER -1/16" O.S.B. -/ IXS NAILER --/-- OR 1/2" PLY. 2-12d EVERY TRUSS CONY. FRAMING DETAIL/VALLEY DBL. TOP PLATE D Igo 11 O.G. B. INISH ro LL KNEE WALL DETAIL@ENTRY DBL 2 X 4 TOP PLATE SP4 SP4 14'-0" BRG-Q ENTRY X ro MSTA-24 MSTA-24 2X4EXT WALL a ENTRY _ 9-4" BRC;.HGT.BLK. 1/2" X a" A.EBOLT5 1/2" X 0" A.B LTS W/2" WASHER W/2" WASHER 3.EA. SIDE TYP. 3.EA. SIDE TYP. MSTA-24 C2) 2 X12 BM MSTA-24 OL 6'-a" DOOR 2 X 4 PT.OR 2 X 4 PT.OR 2 X 4 W/ VAPOR 2 X 4 W/ VAPOR BARRIER BARRIER 2X4PT 3/4" X 2" RECESS 8" CMU BLK C6-TYP.) a- GMU BLK OL 0'-0" FIN.FLR. WDW/DOOR DETAIL MODEL: 17312— L" FS/BC 6/12 ROOF TRUSS PLAN "E" ACCU SPAN ENG, DATE: 9/ 2 6/ 02 SC A,LE: V4' ■ j'-0' SHEET � o 4 E OF 5 h 4� e �t a j d t f I P, k d �s B A K ER4 t! ! lam MODEL: >>1732-L" 6/12 ROOF F'S/BC ELECTRICAL PLAN DATE: 9/26/03 S C A -.E: V41811-0' 24"X24"X12" CONC. PAD W/3 - #5 CARS E.W. ® _ _ _ _ ■ (ON CHAIRS) -4 1/2" ■ MIN. 3" COVER (2 TYPJ IL1 0) 3 1/2" THK. I - 4 d)) CONG. SLAG --3 1/2" D1 1 T FOUNDATION PLAN (�) REAR EL,EVATION RIGHT iRICzHT 51M. ELIEVATT0N 011 PRECAST_ It COV. PORCH IU � I I I (aJ FLOOR PL4N n OPT. C. TRUSS PLAN C.C.A. *CONNECTORS TO CE SIMPSON U.N.O. *TRUSS HANGERS TO CE SUPPLIED 4 ENG'D. E3Y TRUSS CO. *TRUSS TO BLK META-I6 W1 (12) 10dX1-1/2 *TRUSS TO WOOD MT5-12 W/ (14) 106XI-1/2 PORCH (3) LINTEL SCHE"DULE ^%T-44VfTlt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L. 10 9i'-4" SF16-05/1T OPT. COV. PORCH L- 11 14'-8" 8Fl&-05/1T OFT. COV. r",0RCH L_ 12 9i'-4" SFIro-05/1T OPT. COY. PORCH �,� ELECTRIC.AL PLAN MODEL: "1` 32- L" 6/12 ROOF FS/ABC OPT COVERD PORCH (TDATE: 9/26/03 SCAT : 1/4'■1'-®' SHEET 4 k 5 OF 5 i 2X4 D(o BL 2X4 MID -WALL MIN. " EMBEDMENT 1/2" X ,Y SF-4 16 O_C./EA. STUD TOP PLATE 2X4 MIp-WALL BL KG BLKG ANCHOR BOLTS AT 3' O_C. _ (0"xro° #10 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" X 9" A. 3. 32" O.C. 2" A5V. CON(. Z PSI EPDXY 25 MIN. ABV. (o'I EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD = SLAB/(o " MIN_ EMBEDMENT 1 & " O.C. MAX. 1(0 " O.C. MAX. `4 ro "X(o " #10 W.W.M. G "X(o" #10 W.W.M. 2X4 P.T. �� II 2X PLATE 2X4 P.T. BT PLATE SP-4 lro O.G./EA. STUD 2X4 P.T. BT PLATE - 5P-4 16" O.C./EA. STUD--� L ° ° o o (T (2) GONT. 05 REBARS 1' -4" ` z p/ `4 u o 1� 2 -#5 S ON CHAIRS } CON(. SLAB „ „ — GONC. SLAB 1'-8" z p CONC. SLAB — m O 2 #5's CONT. 1'-0' 3 #5's CONT. �- 2 #5'S CONT. 1'_011 74 �"Y:' U TYP. RETROFIT FOR ALL m = m .1� OMITTED FOUNDATION DOWELS m 1.000D FRAI„IE FOOTING . WALL SECTION INTERIOR BEARING WALL/NO UPLIFT INTERIOR BEARING LUALL INTERIOR BEAi�ING WALL BLK. SINGLE STORY 1-STORM' 1= STORE' 2 - STOR'1' � 3 1/2" HEAD OF GARAGE 3 I/2" a HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) 01 DIM VARIES 5/8" ,� DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. -i 5/8" C B II 6 "X6" #10 W.W.M. v "X6" #10 W.W.M. CURB ro"X6 " #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN (o" EMBEDMENT I II 7 5/8 CURB II II ONLY IF UPLIFT ON WALL X6 10 W.W.M. MIN (o" EMBEDMENT EXTEND 1 1/2 m (0"X(O" #10 W.W.M. RECE55 /2 o II o II 2-#5'5 ON CHAIRS if) U ° (3-5'S W/2-5TORY) ON CHAIRS � 4�� o o I � SINGLE (3-5'S W/2-STORY) SI� NGL' all 4 ``� 1 -g 3 #5'S ON CHAIRS STORY STORY 1 -0 2 05'5 ON CHAIRS 1 8 TWO THICKEN EDGE GARAGE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY STOfZOO Y INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1- STORY BEARING WALL DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" GMU <1 L, (o MIL. V15. VAPOR CHAIRS (MIN. 3 COVER) -ATOP CORD BLOCKING AT 4' N , (o "X& " #10 W.W.M. O.C. MAX. IN FIRST 2 FRAMING 4 z SPACES AT EACH END. GRADE SLIDING DOOR TRACK GARAGE SLAB m RAFTER OR TRUSS On) SL�PE;CONC. ROOF SHEATHING LAYOUT c\—ROOF SHEATHING _ _I \ ---._ V i- 2'-0" 1 1/2' I v rr�c,'�� c ��`} - �� 9 1/2" CURB WALL' S" \-CONC. DRIVEWA-T' GARAGE BE,I'OUND — o o a 3 #5.s CONT. 3" MIN. COVERNhu AND ENDWALL F3RACING FOR GABLE END FRAMING f� z Q 1 _8„ 24"X2�" EXT. PAD SLAB AT SL CxLASS DOOR GARAGE DOOR v �� I I OPENING 2-STORY FOOTING Bl1ILDING LENGTH II II �I #8d GUN NAILS o4" O.C. #ad GUN NAILS II II II TOP 4 BOTTOM EDGES 6" O.C. IN FIELD lU O POURED LENTIL TO BE II III c� Q o'. CONT. (T1'P) #5 REBAR II III OUTSIDE BAR 1�t -A ;e — — 2X WALL FRAMING II Z (a z U . (3) 1/2"X8" ANCHOR BOLTS CONTINUOUS �- ____ Z zO v CMU FILLED or (3) 1/2"X8" J-BOLTS = — — — _ _ ; U� CELL (T1'PJ ' MIN. � EMBEDMENT +� O W/ 2"X2"X1/8 WASHER AND 6 p : = T,I'P. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP FLOOR TO BONA BEAM. SET � ATTACHMENT FOR ROOF SHEATHING BLOCK WALL CONNECTION IN JOINTS PRIOR TO FILLING. T�� CORNERS AP @ NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 2-#5's REBAR w 1 STORY WHEN GLUED TO R®OF MEMBER 3-#5's REBAR w 2 STORY GARAGOOR f NOMAf ON III-811 la EDGES f0"-12° IN FEILD T`1'P. EXTERIOR SHEATHING ATTACHMENT POURED LENTIL FOR SHEAR AND UPLIFT o', CONT. (TYP) (O.S.B. TO BE STi;PUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS GROUTED Z PRE -CAST HDR. BOND BEAM — � , ., , 2X6 GARAGE DOOR BUCK W/ TIE TO HORZ. BARS w o` �'o- or (13) 1/2 X0` J-50LTS BOLTS �" MIN. EMBEDMENT �" EMBEDMENT MIN. U S" GMU FILLED W/ 2 "X2 "X1/8 WASHER AND CELL CT1'P) --- NUT SPACED EVENLY FROM #Sd GUN NAILS � HORZ_ REINFORCING VERT. REINF. - FLOOR TO GARAGE DOOR NDR. 12" O.C. IN FIELD ro KOOK IN GROUTED •`7 ° � IN JOINTS PRIOR TO FILLING. U-t CELL------ 1-2X6 PT BLOCK 'a CENTER OFCL ` Q [ (D01102X 8� ADNCNROR BOLTS CLEANOUT REQ'D or (U 1/2"X8" J-BOLTS ZO • .,. FOR GROUT LIFT 6" EMBEDMENT - 5 FT. UNLE55 W/ 2"X2"X1/O WASHER AND NUT �4 HORZ. iREINF�ORCING _z W_ FOOTING DWL 15 6 "' HOOK } NOT REQ'D. T`I'P. FLOOR DECiGINC-� HORIzONTAL/VERTICAL REINFORCING > ATTACHMENT TO FLOOR JOIST C EA_ SHEET TO BE GLUED AT ALL EXPOSED JOIST lain LOT#63 PH#2 IMONOLITHIC BLOCK f I 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVE &,WAVE RL E E WOODS 2X4 SUB -BAND (SEE TRUSS PLAN CHASE GROVE5,WAVERLEE WOODS 2 "X4" BLOCKING FEILD M LD STREAM CHASE GROVES,WAVERLEE WOODS EI SU AM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BY AS LAKE KEHOE,GYPRESS HEAP 2X6 SUB -BAND ow 2X6 SUB -BAND METAL LATH ALOMA WOODS LAKE KEHOE,GYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 O O.G. MAX 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 -f/16" OSB OR -i/8" TEXTURED ASPHALT S# INGLES . - METAL DRIP EDGE — � �/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER 15 FELT R 19 INSULATION R-1 �/16" OSB. SHEATHING ON INSULATION OR I/2 PLY. W/ 15# FELT FIBERGLASS SHIN - OR 1PLY_ ON #15 FELT OVER I 3/4" T 4 G PLYWOOD 2X4(CONT.) HURRICANE STRAPS -i/16 OSB. SHEATHING SEE TRU55 TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE OR PROPER G. -� ROOF '� 4 NAILED muq1/2 CLG. BOARD 4 TEXT_ FOR CONNECTOR) 2X4 DOUBLE PLATE (TYP.) 2X4 5PF 5TIFFBACK AT BRACING HETA-16 LL UPRIGHTS OVER 4 -lm EMBEDDED METAL DRIP EDGE O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT SILL ENG. G BLE A TRUSS LINTEL STRAP 1X2 FURR 5TRIP5 SEE TRUSS PLAN FOR CONNECTOR ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH S" LINTEL BLOCK FILLED ° ° 1/2" ALUM. WINDOW OVER 015 FELT OVER R-19 INSULATION CMU'S TEXTURED DRYWALL SEE FLR./ELEV FOR DES. WOOD 545E (TYP.) -1/16" O.5.B. SHEATHING PRE -CAST LINTEL 1/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2" PLY. �-FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM- 2nd FOR. LINE) FRAMEPLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. TWO 6TOR� SEE J01 PL SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) PRE -CAST SILL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE 1/2" DRYWALL OR MSTA-24 24" O.G. MAX 2X4 NAILER (CONT.) OR, TRUSS PLAN all GMU R-4.2 INSULATION O (PS CONT. FOR HDR SIZE HETA-16 1X2 FURRING STRIPS E3AND D E TA I L 1X2 P.T. FURRING STRIPS FOR,JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4 WOOD BASE SEE FLR./ELEV FOR DES. SILL 3" LINTEL BLOCK FILLED u 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER FELT BARRIER PRE -FAB TRU55 ALUM. WINDOW FLOOR JOIST/ --- z"X6" #lo W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. OR FIBER MESH SEE FRAME PLANS SF-4 32" O G '� STUD 2X4 DBL. TOP PLATE o REINFORCEMENT FOR JOIST TYPE PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16"a 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT 1/2" DRYWALL COMPAGT,TERMITE TREATED O (1)05 CONT. z zul SOIL OVER 6 2X4 WOOD STUD5 MIL VfS. VAPOR g LINTEL BLOCK 1X2 FURRING STRIPS } y } I, 4„ 2 #5 CONT. S CMU BARRIER,W/�oXio #10 WWM (FILLED) 2X4 CONT. STRE55 s1� O.C. o = o 5LOG<NG MID -WALL TEXTURED FINISH 1/4" D --- o 0 1/2" DRYWALL - WOOBA5E (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE O Q 5P-4 32" O.C. e STUD 1/2 "X9" A.E3. 32" O.C. c� z SEE FLR./ELEV FOR DES (WHEN UPLFT�� " EMi�EDMENt TAP. WALL SECTION � 0 SILL E3L< I - STOR l- O 6 "X6" #10 W.W.M. PRE -CAST SILL WOOD BASE (TYP.) GONG. SLAk3 B OR FIBER MESH CONC. SLAB 2 #5's CONT. 4 4 3 s CONT RE INFORCEMENT 1' - 4" m 8 CMU 6 MIL V15 O O 1'-�" VAPOR BARRIER U m U INTERIOR E3EARING WALL (D TEXTURED FINISH 1/4" T"'1'P. WALL SECT ION U ua = NODO NOTTE: FOR INSTALL CONNECTORSS.. ONLY ASPHALT SHINGLES OVER (2- #15 FELT ON 1/16" O.S.B. 2"X4" 1BLOCKING~ -q Q SHEATHING OR 1/2" PLY FIRST 'TWO BAYS 2 -STORY T z lY 4'-m" O.C. MAX 6"X6" #lm W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE — O O OR FIBER MESH D REINFORCEMENT 2X4 SUB-BAN CHASE GR0VE5,WAVERLEE WOODS SEE TRUSS ENG. z FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 2X6 SUB -BAND .e (SEE TRU55 PLAN) > y O (3) #5's CONT. LAKE KEHOE,CYPRE55 HEAD BRACING ALOMA WOODS ROOF TRUSSES e DBL. TOP PLATE U m U 1/2' DRY WALL WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. FIRST FLOOR 5LOCK ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUD5 SECOND FLOOR FRAI` IE 0.5.B�.. 2X4 SPF 5TIFF5ACK ATm Z_ 2X4 16" O.C. MAX ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) I-IEApER (SEE PLANS) 1/0" TEXTURED FINISH OVER 15# FELT OVER 1/2!" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT. -1/16" 0.5.5. SHEATHING 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE 2"X4" NAILER CONT ON GALV'D META X 9" A.B W/ OR 1/2" PLY. (2) LA T E RS -f/16 SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE LATH OVE�2 TYVE '. '.:; ;" MIN. 6" EMBEDMENT 0.5.5.5ECURE EA, LAYER OF 1*15 F H 2x4 P.T. PLATE W/ o W/2 Sds S -12" O.C. -�..- DR. 5TUD(S)/JACK(5) 1/2 DRTWALL 2 DIA. WASHER ,'�""`' 32' O.G. MAX 1/2"X9" ANCHOR BOLTS MAX.. 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT L5TA 12 FULL LENGTH STUD(S)/ 2X4 CONT. 5TRE55 �1�" O_C. W/2" DIA. AT 32" O. G. 32" O.C.MAX STUD TO HDR. KING STUD(5) 5P-4 E3LOCKING MID -WALL 06 SECURE TRUSS TO 2X& W/ TOP 4 5OTTOM) 3/4" T �CSUI=LOOK 120� .,... 6"-S' CONIC- FILLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF.. WITH 0)#5 ROD I GLUED NAILED :r;. •,. 4" O. C."a EDGE 0" 0. C. e IN FEILD ELK. JST. SIZE SEE 1=RAME PLAN all CMU ' , TEXTURE FIN15H IX2 P.T. FURRING STRIPS SHEATHING OVER 2X41/2" CLG. BOARD 4 TEXT. ` NAIL PER SCHEDULE 2nd FLR. STUD TO ®®L) FRA TO L 1 1st 1=LR. STUD 2X4 DE3L. TOP PLATE R:-4.2 INSULATION 1/,"2" DRYWALL = _ _ _ F _ _ _ — — _ _ =I MSTA-3o 32" O.C. I/2" DR1"IUALL _ I 2X4 WOOD 5TUD5 I I I I I I 2X4 CONT. STRESS O.C. WJoop BASE I I I I I I BLOC<[Nr-:; MC) -WALL II II I NAIL PER SCHEDULEf 2X4 PT. PLATE I I I I I BOLT PER FND. PLAN SF-4 32 O.C. STUD—\ 1/2 "X9" AB. 32" O.C. Q_ p I I I I I MIN. 6" EMBEDMENT Z # z - 2X8 RIDGE } Q- 6 X6 10 W.W.M. GONG_ 5LA� p 0 o OAR FIBER MESH 4" 4" 2X4 COLLAR TIE 0 )R, FIBER MESH T•YP EXTERIOR OPENING; IN FRAME 3 � s CONT_ 1 -8" - EVERY OTHER RAFTER Zz } - } 2X6 RARE N o o } 2 STORY U m U 2 #5 C:ONT. U m T'I'fi . WALL eECTION MAXIMUM HEADER SPAN (Pt.) UP TO S'-O" TO 5'-01 4'-11 1/2' -l'-11 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 2-12d EVERY TRUSS INTERIOR 5EARINC WALL IX6 NAILER 3-12d RARE 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. 1X8 NAILER OR 1/2 PLY. 2-12d EVERY TRU,55 BAKERS r • . LOT#63 PH#2 MONOLITHIC BLOCK DETAILS & NOTES DATE: 9/25/03 SCAT: V41.1'-0' F. t k k^ h.l ,E E^, G ' { # 1000 Jf=L fFT S IMPSOM MTS -12 W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UFL IFT (2)5IMP60M MT5-12 ONE EA. SIDE OF TRUSS IS ; OPPOSITE 51DE OF BLOCK 111/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL K -BUSS FINISH g LANDING 3 BOND BEAM 3/4' PLYWOOD 2X12 TIREAD CUT TO FIT ,— 1X5 RISER HANG LESS THAN 4 TYP, II II II BETWEEN SiPINDLES II 1/2" G IX 1' NOSING TYP. � Q m � r ,5TAIfR SECTION DETAILS 5P4 OR H-5 TOP PLATE TO 5TUD5 V-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' 10' -01 I I I FRAMED CRICKET DETAILS &IMPSON H-5 (MIN.) m 2X4 TO TRU55 5: SECTION! I PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/5' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK I CRICKET 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" z 30" MIN. FIN15H STAIF IJINDF DETAIL ASPHALT SHINGLES OVER P 15 FELT ON 7/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-126 w EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRU68ZS 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) I0d NAIL5 EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE 501-T W/ 1/2'X9 A.E5. COMMOM (W/ 2' DIA. WASHERS) Q 32" O.C. MAX. 1/2" CLG. BOARD TRU55 24' oc. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJAG NT TO DIAGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) G�A5LE END CROSS 5RAGINGP 1- STORY 6i F ___4 cal I -4 m F2X4 SECURE TO 2X4 BLK W/2-12d _RE TQ SLK W/ META-16 2X4X�4' SECURE TO TRU55 W/ 3-12d O.C. MAX TYP. 2.4 BLK SECURE THRU TRU55 W/3-12ds `--PER EN'G'D TRUSS 24' O.C. MAX 2'-0" 21-011 EXTENSION a OFT SERVICE DR. -kNw j METAL LATH 055 OR TEXTURED I/ib" 055 OR 1/2" PLYWOOD FINISH 1/2" PLYWOOD W/ 150 FELT W/ 150 FELT 2X6 (CONY.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONY.) SIMPSON EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON CMU'S HETA -16 CMU' S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55E6 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' OSB SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 ro' o.c. IFIELD 2X4 W/ 3/5' X 5 LAG OR SIMPSON HTC-4 ® 32' O.C. MAX. SHEATHING NAILING TO BE IN FIELD 4' O.C.®ALL EDGES W/5d NAILS ASPHALT SHfNGLES OVER N 15 FELT ON 7/leo' O.S.B. COMMON TRUSS 24" o.c. �--1/2' CLG. BOARD --NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d m EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. — DEiL TOP PLATE —2X4 STUD 16' O.G. MAX. ,-2X4 BTM. PLATE 46 SUE3-FLOOR 4 NAILED HETA-16' IFLR JST TO BLK� �FLRtRuSs UA 1-"5 RE5AR CONT. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE (1 'X' BRACE lo CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) eALE END CROSS R,4C INe 2 = STORY BAKERS CROSSING MONOLITHIC BLOCK DETAILS & SECTIONS rDATIE:9/25/03 I� SCALE: V4121'-0' SHEET i W' ,4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 2 X 4: MIN EMBEDMENT 1 1/49 SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE 8' FROM EACH END AND 18' PIN (MIN SHANK 45 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON O.C. MAX. MIN 1-1/4" EMBEDMENT MIN HEAD SIZE1ZE . .300 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 IS' O.C. MAX. SPACING;. MIN EMBEDMENT 1 1/4') MIN HEAP SIZE 300 8' FROM EACH END AND IS' PRECAST HEAPER(MIN) MIN EMBEDMENT 1 1/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT l 8 FROM EACH END AND IS SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ABV. PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCONMIN • sa0 MIN HEAD 51ZE 300 16 HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 I/4' TEXTURED FINISH MIN EMBEDMENT ') WITHIN 8' OF EACH END 4 MIN EMBEDMENT I I/4') D MIN HEAD 512E 300 1/8' TEXTURED FINISH 18' O.G. MAX. SPACING. N 8' FROM EACH END AND 8'F MIN EMBEDMENT 1 1/4') 1/16" OSB SHEATHING MAX. MIN I- EMBEDMENT 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON -1/16' OSB SHEATHING O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X SOLID BLK'G a ARCH 2 X 8: SECURE TO BLOCK �-1/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END " OR DRIVE 8" CMU-- W/IN I'X4" OR 1'X2' P.T. NAILER MIN HEAD SIZE .300 MIN EMBEDMENT 11/4') 2X4 BLOCKS GLUE 4 NAIL W/8d'S 8'-12' D.C. ATTACHMENT PER MANUFACTOR'5 5PEC'5. (MI SHANKTAPCONS PIN (MIN SHANK SIZE MIN HEAD SIZE .300 ---DOOR CASING 8' FROM EACH ENp AND IS' '- CMU WALL MTL WDW FRAME MIN EMBEDMENT 1 1/4') NOTE: O.C. MAX. MIN 1-1/4' EMBEDMENT WITHIN 8OF EACH END 4 SHIM NEEDED NOTE: NO GAP 10 WDW FRAME IS' O.C. MAX. SPACING• DOOR JAMB TO PLUU MB JAMS TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXCCED 1/4". A C H W A� [DT A j� j d II I I {® D U I rD I I �4 I !4 AND A�CHUJA� [DETAIL �� TAUJ�� PER MANUFAGTOR'S DETAILS. [DCo J /4�5 TO OG 1=1 /2 II + 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 11 PRECAST HEADER(MIN) DBL. TOP PLATE MIN HEAP SIZE 300 1/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4') IX4 P.T. OR X 4' MIN. 8" FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT 1/16' 05B SHEATHING F SECURE THUR FRAME AND O.C. MAX. MIN I-1/4' EMBEDMENT W/2-12d5 6'-8' O.G. MAX. EXTEND 1-1/4' INTO BLOCK 16' HIEGHT. 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SHANK 8IZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300 •-1/2' DRYWALL MIN HEAD SIZE 300 2 X SOLID BLK'G to ARCH MIN EMBEDMENT 1 1/49 8' CMU, 1'X4' OR 1'X2" P.T. NAILER MIN EMBEDMENT 1 1/4') SECURE W/2-I26 EACH END REFER TO MANUFACTURING 8' FROM EACH END AND 15" DETAILS FOR SPACING. - DOOR CASING O.G. MAX. MIN 1-1/4" EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S 5PEC'5. 2 X 8 (MIN 2 X 3) 2-3/16 TA PCON 2 X 4 IV O.G. MAX.(WHEN OVER 16' IN HIEGHT J MTL WDW FRAME NOTE: NO GAP g WDW FRAME NOTE: SHIM AS NEEDED OR DRIVE PIN (MIN SHANK SIICON 2X4 BLOCKS TO EXCEED I/4° DOOR JAMB TO PLUMB JAMB DO NOT EXEEED / - MIN HEAD SIZE 00 3 ~'-- CMU WALL MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 15' O.C. MAX. MIN 1-1/4' EMBEDMENT f ..:,_ � _ q..� � �f �✓ � � � � I � � l� � � �✓ � � IDJ 5 TO E3L C C< 3/4 / /4 AC�4L�A� DETAIL 1 (o11 AND Uf= NAIL-ING SCHFQUL-E ALL N TE IN REFERENCE ROOFDIAPHRAM -9 Lul NAILS AT 4' O.C. AT TO FLLOR;DA BUIL®CDINC3i I - USE 1/16' 0.88. OR IR' PLY WITH SUPPORTED PANEL EDGES AND'9 GIN NAILS AT 6' OG. AT _ el CW��'�. DE 2001= -- __ INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME. _ _... .`. - - - USE S GUN NAILS • 4' OA. - SITE PL-A N NOTES EXTERIOR SHEATHING USE 1/16' 0.8.5. OR I/2' PLY WITH -B GUN NAILS AT &' Or- AT PANEL 81DES AND re GUN NAILS 4' 04, TOP 4 BOTTOM 1) LOWEST SLAB AT LIV Ii1G AREA SHALL BE MINIMUM 18' ABOVE PANEL AND 'B ak4 NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PER`11TTEP AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDEa TO BE t=e2NpTt2,CTED I ilT HIN A FLOOD ZONE REQUIRING:-AA FnHi8P FLR. ELEVATION - ABv. lob'MEAN 5EA LEVEL. cONTRACTOR °%GALL VERIFY ELEVATIOM - Y C _.. NA I L REQUIREMENTS '`- OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. ATIr- n� i .,.�r.,o to Al I I i Al QK111 +dA SIZE HEAD CEMENT DIA TENSIL STD 3/ w! "'" '"'"� ^" ""'•' "^ ' "' ^`� �""^` '-_, _....-• AND RESTRICTIONS HAVING JURISDICTION." 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES 8d ROUND,MODIFIED 11/8' .113 110,000 OR T OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 1/8' .128 110000 5) LANDSCAPING, IRRIGATION, BEf;VfNG, ETC. SHALL CONFORM to LOCAL -` NOTE: NAILS To BE MFG. BY MEMBER OF INT. STAPPLLENAIL. 4 TOOL ASSOCIATION CcuG5, REGUL.AI iUN7 AND rvi-51 iI t iUxu HAY11 u JvK AS SELECTED BY BUILDER C GENERAL NOTES ATED WORK 16 TOWIG BE 6) SWIMMING POOL, DECK, SPA, AND ABBOCENGINEERED PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. y� 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESSI AND DESIGG CRITERIA: C PBIND NC>TES I�.J�A y� 1. BUILDING CODE REQUIENTS FOR REINFORCED CONCRETE ACI 318 RM -1 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110=120 (PERWIND SPEED MAP) U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (I) A5 APPROVED B7 THE BUILDING OFFICIAL. 5. WIND EXPOSURE '15' 6. INTERNAL PRESSURE CO -EFFICIENT 118 THRU -IS 2) WATER LINES SHALL BE GPVC. DBL. TOP PLATE 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSf FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. B DBL. TOP PLATE DBL. TOP PLATE - -- CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 3113 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE 6PECIFIGATIONS FOR 6TRUTURAL CONCRETE BUILDING AGI 301. MAXIMUM FLOW OF C3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 6) HOSE BIBS 70 BE PROVIDED WITH BAGKFLOW F'REVENTER PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 C. 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.G. MAX. DESIGN LOADS EXCEED 41D WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A. I ACCORDANCEFLORIDABUILDING CODE 2001 CHAPTER I6 2X4 16' O.C. MAX. ROOF L0PSF OF SJ PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SIFF. (ALL LUMBER TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL SECURE 2X4 ILLB. 6HALL BE PRESSUREEXPOSED BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, LT, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TO WOOD W/2-I2d A/C PLATFORMS TO BE 3/4' DECKING. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' SECURE 2X4 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6'-8' O.C. STAGGERED TO WOOD W/2-I2d iv A. PRE-ENGINEERED WOOD TRUSSES SMALL BE DESIGNED IN ACCORDANCE WItN 10) ALL CLEANOUTS FLUSH WITH GRADE. 6'-8' O.G. 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• GA�.4=- DOOR A. ENGINEERED FOR 120 MPH WIND 93 SEC, GUST. RIDGES. 12) 51ZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA SECURE 2X4 W/2-3/16' TAPCONS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR 5UPPLIE.R PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK SIZE.145 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SIZES SHALL CONFORM 70 FLORIDA BUILDING CODE MIN HEAD SIZE 300 �� SECURE 2X4 W/2-3/16' TAPCONS 8. ASPHALT BHINGLEB A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 201.SUPPLY MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZE.145 B. SHINGLE STANDARD ABTM D-225, UNDERLAYMENT TO IBE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 FOU N ®ATION MOTES 15) ALL WATER CLOSETS SHALL BE WATER BAVING lb GALLON FLUSH EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') WITHIN 8 OF EACH END NOT TO 1. FOUNDATION DESIGN BASED ON 2000 P.8R MIN. ALLOWABLE SEARING QLOCK NOTES SECURE TO SHEATHING W/ MIN. 2-I26 PER BLK. EA. END 1/2„ PLYWOOD EXCEED IS' O.r_.MAX. PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH Act 301 AND I. CONCRETE MASONRY UNITS SHALL TH 5T HOLLOW CORE OR SOLID UNIT D SHALL AOF;I G9OO OR 1/16' O.SB. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACI 315• SHOP DRAWINGS SHALL 13E SUBMITTED HAVE A NET NARY IARE AREA B11VE BTRENGO F OR 1/16" O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MORTAR MIN. 2-126 PER BLK. EA. END 3. CONCRETE 28 DAY STRENGHT SHALL 5E 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SMALL BE TYPE N IN AccormANGE WITH ASTM c210. METAL ACCESSORIESFOR! T� I 0� �C � UJ � � �U / �J f 1� D AGGREGATE SHALL MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR I. JOINT REINFORCEMENT, ANCHORS AND TIES SMALL CONFORM t0 THE FOLLOWING:JOINTANGMORs- EXTEfRj I I I 4. ALL SLABS BE BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. ABTM A (o FOR PLAT REINFORCEMENT AND WIRE A.B. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. a ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 1� 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNER5 AND OPENINGS GREATER THAN 6'• TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL DIPPED GALVANIZED MEETING THE HORIZ. BARS AND LAP VERTICAL BARS To DOWELS MIN. 25'. TM REQUIREMENTS OF ABTM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK GENERAL- FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'X2'Xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER. FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/13' 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 MABONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT S. FOOTING REINFORCING SHALL BE 2-"5 RE5AR5 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 5AR5 OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO.5 BARS. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ABTM A615, A61ro, A611, OR A106• FINISH GRADE / 10. FINISH SLAB TO BE S' ABV. FIN15H GRADE A LOT#63 PH#2 MONOLITHIC BLOCK DETAILS CX, NOTES DATE: 9/25/03 SCALE: 49 0 11-01