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HomeMy WebLinkAbout230 Clydesdale Cir 04-48 New SFHPERMIT ADDRESS D R Horton 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 MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION jll*� a a th a LIL PERMIT # Ln ' DATE PERMIT DESCRIPTION Sf K PERMIT VALUATION !ajozu SQUARE FOOTAGE ��� t7 d t� cn i I A DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY — RESIDENTIAL — GROUP R • CONSTRUCTION TYPE - VI • 1-STORY RESIDENCE: BLDG HGT 19'-9" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301 B. ALL CONCRETE SHALL DEVELOP MINIIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA ]BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH F1BC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTEIRIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS @ NON —SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO—EFFICENT=—W .18 E. BUILDING CATEGORY=B, USE IMPORTIANCE 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 C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 1 B LINTEL SCHEDULE PG 1 C WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F" PG 3G ELEVATION "G" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPTIONAL COVERED PORCH a P P FER, -4 k, 90 5 a R; e Le✓ 1 � W � � ".1 ti � "�! www, horton,, com CBC055300 6250 Hazcmrltimm Natic>nal C>r1anc1c>,, 32822 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT #69 PHASE #21 DATE: 9 /17 /0 3 SCALE: 1/414-0' SHEET C 1 of 5 P P FER, -4 k, 90 5 a R; e Le✓ 1 � W � � ".1 ti � "�! www, horton,, com CBC055300 6250 Hazcmrltimm Natic>nal C>r1anc1c>,, 32822 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT #69 PHASE #21 DATE: 9 /17 /0 3 SCALE: 1/414-0' SHEET C 1 of 5 BAKERS ;GROSSING LOT #69 'HASE #21 MODEL: 991965- R99 F.S./B.C. 99-499 FOUNDATION PLAN DATE: 9 /1'7 /0 3 SC AT: SHEET 1 OF 5 or f. F. BAKERS �l GROSSING LOT # . 'HASE #2 m0DELL: 9919 6 5 — R99 F.S./D.C. 99-4 DOWEL P LAN DATE: 9 /17 /0 3 SC OT • R!: 1/4's 1'-ON SHEET �AoF' 5 SEP 2 3 2003 BAKERS CROSSING LOT f PHASE #21 MODEL 99 1 ^ 6 5 - R99 F.S./B.C. 99-4" LINTEL SCHEDULE DATE: 9 /17 /0 3 SCALE: 1/4181'-01 SHEET I B of 5 SEP 2 3 2003 d j tl t} t� I I 15 D= 35-5H W/ 54"X21 "X19" TRANS. ABV. 16 E= 36-5H W/ 54"X16 "X9" TRANS. ABV. F= D (2) 25-SH W/ HALF RND. ABV. 18 G= (2) 26-5H 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 30roa W/12"SL 4 20.5/ -22.3 24.3/ -26.5 2 13 5m"X36"X3D" TRANS. ARV. 4 21.5/ -23.3 ELEV "D$E" 25.5/ -21.1 3 15 5VX42"X18" TRANS. ABV. 4 21.3/ -23.1 ELEV "F" 25.3/ -21.5 4 6 54"X16" TRANS. ABV. 4 21.8/ -23.6 ELEV "G" 25.9/ -28.1 5 112 �ARAC1E 16 ' X -i' S 18.3/ -22.4 21.8/ -26.-1 6 li 25-SH 4 21.1/ -22.9 25.1/ -27.3 7 1-f 25-SH 4 21.1/ -22.9 25.1/ -21.3 8 I-1 25-SH 4 21.1/ -22.9 25.1/ -21.3 9 11 25-5H 5 21.1 / -25.0 25.0/ -33.1 10 I-f 25-SH 4 21.1/ -22.9 25.1/ -21.3 11 53 8068 SCzD 4 19.4/ -24.4 23.1/ -29.2 12 24 35-5H 4 20.6/-22.4 24.5/-26.1 13 10 23-5H 4 25.13/ -28.1 14 24 35-Sp 4 2m.6/-22.4 24.5/-26.1 15 33 35-5H W/ 54"X21"X19" TRANS. ABV. 4 20.2/ -22.0 ELEV "D" 24.0/ -26.3 16 35 36-5H W/ 54"X16"X9" TRANS. ABV_ 4 20.2/ -22.0 ELEV "E" 24•0/ -26.2 1-1 44 (2) 25-5H W1 HALF RND. ABV. 4 19.8/ -21.6 ELEV "F° 23.5/ -25.1 18 38 (2) 26-5H 4 ELEV "G" 23.8/ -26.0 O 3068 W/12 "SL a O D 4E = 5o"X36 "X3m" TRANS. ABV. OF = 50 "X42 "XIS" TRANS. ABV. O (� G= 54"X16WIND LOAD " CAL`" '�.JT LAT I 0 l `�T S 4 TRANS. ABV. BAKERS CROSSING LOT #' PHASE #2 MODEL: 99 1965- R99 F.S./B.C. V-4)) WIND LO AD CALCULATIONS DATE: 9 / 1'7 / O 3 SCALE: I/41■i'-®' SHEET I C oF' S q4, f y —- - - - - - - - - - - - - - - - - ---- ---� I MT. 1 - — — — — — — — — — — — — — — — — --- I ENTRI VAULTED CLG ELEV. D, F Y ONLY ENTRY �t I SIpELIGH I (2)-25-SH 41-411 W/l/2 ROUND ABV. 10'-a" �--- FLOOR PLAN ELEV. "F" ONLY �- ------------------------- LIVING = �m ROOM 9'-4" CLG. MT.. (CARPET) 11 1 W/1-0r I SIDELIGHT ENTRY I - (2) 25-51-1 4-4211 ' " 4 I ' I151-011 41-1011 m I I I14'-011 5'-g" I i I 201-211 6x6 POST l (3) TYP. ---------------------------- ENTRY ELEV. 151G 55 — — — — — — — — — — — — — — — — — — — — — —� ----------- ' IN � I N I LA I I I MEDIA ' RM '. -I (2) 3-0 cn I 2'-411 i I� I 81-FOLDS ,n I I I = 21- 11 I I _ IXII IN 1 `------------------------- 2'-�11 1'-�" ''-�° I�------------- 0 OPT. PANTRY 0 OPT. MEDIA ROOM SQ.S. Ts CALCv'S LIVING GARAGE ENTRY PATIO 19(ol 412 22 54 SCE, eO. 50. ea. FT. FT, FT. FT. TOTAL. 2 455 eO. FT. EXTERIOR MASONRY WALL BRG.. HEIGHTS 9'-4" WALL BRG. 2 51 ELEVATION "p11 35-SH W/ 54'I<19" TRANS. ABV. ELEVATION "E" 36-SH W/ 54"X16 "X9" — TRANS. ABV. ELEVATION "F" (2) 25-5I-1 W/ HALF RND. ABV. ELEVATION "G" (2) 26-SH _ 401 - 0" 14'-4" 1, 111-411 „2'-4" 12'-0" 31-111 5'-211 r 1 PATIO i 9'-0" x 0'-0" 0010 S.G.D. (---— — — — — — — — — — — -- -- --� 25-SH — — — — EGRESSEGRESS I BDRM.#`I,I 01 1 1 91-411 cLG ^I d I BDRM. 3 (CARPET) I I 9'-4" CLG. (CARPET) FAMILY I Ilk ROOM I 9'-411 CLG. I= - (CARPET) 12'-9" I'-�" 21 1311 a1-loll 2'-501�— — — — — — — — — 14'-2" ------- I 42 "A.F.F. HC.ACC. ,��`� 5 _ S - 4„ c=n Lao'-011 51-a" 21-g11 cv OPT• ATH 0, BDRM.#2 a) 10U N LAY. (TILE) 9'-4" GLG. (CARPET) TILE LINE --- ---- -- — -zt OPT. ----------- 1R-ISH I I �r INSULATION -------I I I OPT. 9 I 2 I I ARCH OPENING _ �I W.I.C. I� NOOK FRENCH V-411 cLG. I ^I �`g I I �� DOORS 7 con (TILE) (j) w N Lu KITCHENTL ,� 1 IO I 9'-4" CLG. �--- I31-111 (411I-011 I�, I I� �6 m65) OWNER'S I ® V r OPT. o I IOU O.BAT o SUITE z- I ISLAND I O I I Q 4 _'-4" GLG — 9 -4 GLG. (TILE) 'n (CARPET) ° L J RANGE 'I = — QJ 2 411 3 4„ I2'- -4 2 -o" �4 L---- O O DINING ROOM m 3 �� 9'-4" CLG. A �;, [Q a (CARPET) A/C (�/A — — n III -Oil 1 011 r 11 1 011 '-l0"/ 51 411 141 411 \ // m r---ir---i OPT. I I OPT. I I— 22'rX-5-4" W. II D I I ATTIC L=-JL--J ACCESS cv W/ OPTIONAL © — — — — — PULL DN. STAIRS `( r ART NICHE E) Q LIVING ROOM 4-0 I3F THIS WALL NOT GARAGE 9' 4" CLG. I FOYER LOAD BRG. 9'-4" CLG. (CARPET) LINE OF CLG. ELEV. D, E, F _ I 9'-4" CLG. ELEV. "F" N LINE OF GLG. ELEV.p, F. 4.ENTRY4 CLG. ELEV. D, E, F VAULTED CLG ELEV. D, F ONLY uW/1'-0" H.B. <r "SIDELIGHT cc, 16'-011 X 7'-01, O.H. loll i or ELEVATION "D 4E" 501x3ro"X30" TRANS. ABV. ELEVATION "F" 5a"X42 "Xla" TRANS. ABV. ELEVATION "G" 54"X16" TRANS. ABV. 9'-8" 2'-0" 2'-011 2'-011 10-011 21-0" 15'-0" 5'-011 20'-0' A� ,4RCH /2 <TCHEN 0 ARCH @ FAMILY RM. ------------� ------------/. � O OPT. ARCH OPENING (/---------- \----------/ O ART NICHE @ FOYER /------------\ 0 _ _IR_-1SH_ _ N zo -----------/ O OPT. COAT CLOSET @-v FOYER FLOOR PLAN J OPT.ROUNpEp CORNER 8M. BAKERS CROSSING LOT #' PHASE #21 MODEL: 99 1965— R99 F. S. /B. C. W-4" FLOOR PLAN DATE: 9/08/03 SCALE: SHEET or SEP 2 3 2003 r f 2� 2� J f S 3 � 1 x. AID BAKERS CROSSING LOT # PHASE h MODEL: 991965-R99 F.S./B.C. 9 - 4" ELEVATION F DATE: 9/17/03 SCAT : V4101'-0' SHEET 3F or 5 5EP 2 3 2003 HEADER ePAN CHART SINGLE STORY APPLICATION SIZE GLEAR SPAN DSL 2X( D5L 2X8 D5L 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO IID"-0" 10'-0" AND OVER TWO STOR'l' APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X(o DSL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" ro 5'-011 TO '-4" 61-4" TO 5"-0" S'-O" AND OVER 4X4 POST=(2)2X4'6 NAILED WITH 12d 6"-8" O.C. STAGGERED 4X(o POST=(3)2X4'5 NAILED WITH 126 "-8" O.G. STAGGERED (2)HETA-16 6 5A (2)HETA-1(o -TRUSS PLAN *CONNECTORS TO E3E 511IFSON UN-O. *TRU�5 HANC_4ER5 TO 5E SUPPLIED 4 ENGID. EY�_ rtRUss co. *TRUee TO 5LK t-lET,4= fro W1 12 =106 *TRU55 TO WOOD 1„1T5-12 W/ 14 106 x 1/2" 1 KNEE WALL DETAIL OCRIC•KET DETAIL DBL. TOP PLATE -ENG'D GABLE LEDGER ?D a I UPRIGHT r � �111111 BAKERS CROSSING LOT # PHASE #21 MODEL: 9J1965-RJJ F'.S./B.C. 9 J - 4 JJ TRUSS PLAN ACCUSPAN DATE: 9 /1'7 /0 3 SCALE: 1/4231'-0' SHEET 4F of 5 ■ SEA' 2 3 2003 BAKERS CROSSING LOT # 'HASE #E MODEL: 99 1. 9 6 5 - R99 F.S./B.C. W-4)) ]ELECTRICAL PLAN DATE: 9/17/03 SC AT: 1/41s i'-®' SKEET 5 of 5 SEP 2 3 2003 SP-4 16" O.C./EA_ STUD 2X4 DBL 2X4 MID -WALL TOP PLATE '� 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" BLKG BLKG ANCHOR BOLTS AT 3' O.C. REBAR SET IN 2000 1/2" XII 9" A.B. 32" O.C. 2X4 MID -WALL 1/;2" X 9" A.B. 32" O.G. 2" ABV. CON(. z PSI EPDXY 25" MIN. ABV. �o EMBEDMENT BLKG �" EMBEDMENT 2X4 STUD 2X4 STUD = SLAB/6" MIN. EMBEDMENT 1/0" O.C. MAX. 1(0" O.C. MAX. `4 ro"X6" #IO W.W.M. c� II 6"X6" #IO W.W.M. 2X4 P.T. - SP-4 16O.C./EA. STUD--� BT PLATE 2X4 P.T. BT PLATE SF-4 16" O.C./EA_ STUD 2X4 P.T. BT PLATE — ° ° ri (2) GONT. 05 REBARS i _4 ° ° 2-#5'S ON CHAIRS - _ R } CONC. SLAB �, 4„ — GONG. SLAB 1 _g z GONG. SLAB - m 2 #5's CONT. 1' _ /T 11 � 3 #5's CONT. �- � y 2 #5's CONT. 411 I O III � TYP. RETROFIT FOR ALL K/ m m tYP. WALL SECTION �A OMITTED FOUNDATION DOWELS UJOOD FR,41"fE FOOTING INTERIOF, SEARING WALL 1NTERIOR SEARING WALL 1NTER1®R BEARING WALL/NO UPL 11=T � BLK. SINGLE STORY 1- 5T0IR ' 2 -STORM' B 3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE � --#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS 05 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /eDIM VARIES 5/S° DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.C. �1 5/5' CLUB II r0"X6" #1O W.W.M. � 5/8° CURB II 6"X(O" 010 W.W.M. CURB II 6"X6" #io W.W.M. ONLY IF UPLIFT ON WALL 6 fix MIN "IN6 W.W.M.EMEDMENT III4 MIN 6 EMBEDMENTv EXTEND /2 m "Xro " #lsa W.W.M. !a RECESS /2 ° II o II [M Y M M 1 W 2-#5'S ON CHAIRS — (3-5'6 W/2-STORY) 01 411 1 - o o m RS all* o SINGLE (3 5 S W/2 STOIRY) SINGL all 4 m _ -8 3 #5'S ON CHAIRS STORY STORY 1 O 2 #5'S ON CHAIRS 18 1'-8" TWO TWO TNICK>=N �pC�� �ARAC�� CURB STOP INSIDE 1=tCx. At GARAGEGARAGE STEP-UP STORY STORY INSIDE FTG. AT GARAGE STEP-UP 2-STORY SEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB I -STORY BEARING WALL DOOR RECESS GONC. SLAB OVER CLEAN, (3) # 5 RODS EA. WAY ON COMPACT TERMITE TREATED CHAIRS (MIN. 3" COVER) 8�� GMU � L, � MIL. VIS. VAPOR _ " # O.C. MAX. TOP DINFIRST 21 FRAMING GARAGE SLAB - N x� 1sa W.W.M. 4 N Z SPACES AT EACH END. GRADE SLIDING DOOR TRACK — RARER OR TRUSS m c0 m SLOPE CON(. cfJ ROOF SHEATHING _ ROOF SHEATHING LAYOUT 21-011 TO FRONT(I/4"-1/211) CURB WALL 8° GONC. DRIVEWAY - AND ENDWALL BRACING _o I I/2" e GARAGE 3 #51s CONT. FOR GABLE END FRAMING g I/2" BEYOUND I' 8 3" MIN. COVER z Q 2� "X24" EXT. PAD SLAB AT SL. GLASS DDOR GARAGE DOOR 1� OPENING 51JILDING LENGTH 1 � 2 -STORY Fool ING II II �I #8d GUN NAILS e4" O.G. #8d GUN NAILS II II II TOP 4 BOTTOM EDGES e ro O.G. IN FIELD II II II w II BE Q POURED LENTIL TO II II OUTSIDE BAR Q w # o CONT. (T1'P) 5 REBAR II II Q 2X WALL FRAMING _ _ II zLLCONTINUOUS (3)1/2 X8 ANCHOR'. BOLTS z U tau Z 8" CMU FILLED e'' or (3) 1/2"X8" J-BOL_TS — — _ — _ — Ca Zz b CELL (TYP.) f� MIN. 6" EMBEDMENT _ _ — — _ U W/ 2"X2"X1/S WASHER AND # NUT SPACED EVENLY FROM -o O O T1'i=. EXTERIOR SHEATHING EXT. FRAME WALL TO 25" MIN. LAP _ BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP �4 (aATT,4CN1"I1=1�iT FOR ROOF SN,4TNfN A IN JOINTS PRIOR TO FILLING. e CORNERS @ NOTE: (SLEEVED ANCHOR IN SOLID WHEN GLUED TO ROOF 1"IE1" IBER POUR ACCEPTABLE RETROFIT) 2-05's REBAR ,@ 1 STORY 1 1 11 _ 11 3-#5's REBAR 2 STORY �o -8pCS �O �2 IN F�ILp TYP. EXTERIOR SHEATHING ATTACHI„IENT POURED LENTIL FOR SHEAR AND UPLIFT o'; CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) v:d ' CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED z PRE -CAST HDR. '� SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM _ 2X(o GARAGE DOOR BUCK W/ TIE TO HORZ. BARS � 1U o_',be (3) 1/2"X8" ANCHOR BOLTS or (3) 1/2"XS" J-BOLTS 8" MIN. EMBEDMENT O} % '' (0" EMBEDMENT MIN. U S" CMU FILLED rra W/ 2"X2"X1/0 WASHER AND _.- NUT SPACED EVENLY FROM #Sd GUN NAILS HORZ. RE INFO RCING VERT. RE INF. CELL (TYP.) FLOOR TO GARAGE DOOR HDR. (o" HOOK A. I IIN GROUTED IN JOINTS PRIOR TO FILLING. '� 12" O.G. IN FIELD CELL 1-2X& PT BLOCK @ CENTER OF Q , DOOR HEADER WKI) - ,' ' (1) 1/2"X8" ANCHOR BOLTS Z U N CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS z O •' FOR GROUT L IFT b" EMBEDMENT - �- > 5 FT_ UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT HORZ. REINFORCING— _FOOTING DWL. IS 6" HOOK T } NOT REQ'D. T'I'P_ FLOOR pECKINC� NORIzONTAL/VERTICAL REINFORCING m 00 ����� � �TS����E��ALL EXPOSED JOIST SEP 2 3 2003 BAKERS CROSSING LOT #71 PHASE # MONOLITHIC BLOCK DETAILS NOTES mmmmoo DATE: 9/17/03 SCALE: Woll-0' SHEET D i or 4 4 A 2X4 SUB -BAND v HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 5U8-5AND 2X4 SUB -BAND FEILD STREAM CHASE C�ROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYiPRESS HEAD 2X6 SUB -BAND a 2X6 SU8-5AND 4'-0" O.G. MAX METAL LATH ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS -�-ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -i/1ro" OSB OR -1/a" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE 7/1ro" OSB SHEATHING 1/2" PLYWOOD FINISH �'-- OVER #15 FELT R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT -i/16" OSB. SHEATHING ON #15 FELT OVER OR 1/2 PLY. 3/4 T 4 G PLYWOOD 2X4(CONT.) HURRICANE STRAPS 7/16 OSB. SHEATHING-i SEE TRUSS ENG. -� ROOF TRUSSES (SEE TRUSS PLAN METAL DRIP EDGE TO BE GLUED FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. FOR PROPER 24" O.C. � NAILED 2X4 SPF STIFFBACK AT BRACING HETA-1 METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 6 LL UPRIGHTS OVER 4'-Im" EMBEDDED O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP 1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR"u SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH a" LINTEL BLOCK FILLED o ° 1/2" DRYWALL ALUM. WINDOW OVER 015 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) CMU'S PRE -CAST LINTEL -i/S"TEXTURED FINISH ON 3/4" 1' 4 G PLYWOOD -1/iro OSBOR SHEATHING R-19 INSULATION TEXTURED FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 7/16" OSB SHEATHING OR I/2" PLY. SEE FLR✓ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLIP, LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD TEXT. TWO STOR� PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR 1`15TA-24 24" O.C. MAX allCMU R-4.2 INSULATION O (US CONT. OR 1-DR SIZ AN HETA-16 1X2 FURRING STRIPS �BAND D E TA I L 1X2 P.T. FURRING STRIPS FOR, JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD BASE o 0 1/2" DRYWALL SEE FLR'/ELEV FOR DES. SILL a LINTEL BLOCK FILLED -1/16" OSB SHEATHING 0 WOOD BASE (TYPJ PRE -CAST LINTEL OR 1/2' PLY. UNDER / Q FELT e RR ER PRE -FAB TRUSS # ALUM. WINDOW FLOOR SILL FLOOR TRUSS/ 6 X6 10 W.W.M. SEE FLR./ELEV FOR DES. OR FIBER MESH SEE FRAME PLANS 1/2" CLG. BOARD � TEXT. a REINFORCEMENT' PRE -CAST SILL CONC. SLAB OVER CLEAN, FOR JOIST TYPE SF-4 32 O.G. STUD 2X4 DE3L. TOP PLATE HETA-16"� 32" O. G. MAX 1/2" CLG. BOARD 4 TEXT ... - 1/2" DRYWALL �COMPACT,TERMITE TREATED O (1� CONT. z SOIL OVER ro MIL Vle. VAPOR 2X4 WOOD STUDS a" LINTEL BLOCK IX2 FURRING STRIPS „ 2 #5 CONT. 8 CMU BARRIER,W/6X6 #lm WWM (FILLED) 2X4 CONT. 5TIRE55 �16 O.G. U m U BLOCKING MID -WALL TEXTURED FINISH 1/4" - o 0 1/2" DRYWALL 1joor? BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE p M. WINDOW SP- 4 32" O.C. '@ STUD 1/2 "X9" A.B. 32 " O.C. z w SEE FLR./ElAEV FOR DES (WHEN UPL IFT)� T,I'P. I,UAII �E'CTIOIN -' � U SILL roll EMBEDMENT 0 5L< 1= 5TORY WOOD BASE (TYP.) z = O 6"X6" #lm W.W.M. PRE -CAST SILL - GONG. SLAB- 0 z (Y 3 05's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT. 411 4 w z w REINFORCEMENT 1'-4" m } } 1 -8„ all cMU ro MIL VIS NO=O VAPOR BARRIER ,- U mU TEXTURED FINISH I/4° INTL_RfOR f5EARING WALL NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER T•1'P. WALL SECTION 0lu = p0 NOT INSTALL CONNECTORS. #15 FELT ON 7/16" O.S.B. 2"X4" BLOCKING 2 ~ -q SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - ST•OR z 61 METAL DRIP EDGE - 4'-0" O.G. MAX 6"X6" #10 W.W.M'. 2X4 DBL TOP PLATE O OR FIBER MESH 2X4 SURE B-BAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS 2X6 SUB -BAND z FOR PROPER (SEE TRUSS PLAN) } } � LAKE KEHOE,CYPRESS NEAP BRACING (SEE = 0 (3) #5's CONT. ALOMA WOODS ,ROOF TRUSSES DBL. TOP PLATE FIU�T FLOOR BLOCiG 1/2" DRY WALL WRAPPED/ALUM 1=INISHED FASCIA 2 4 " C.CRIPPLE STUDS ENG. GABLE TRUSS -R-19 INSULATION 2X4 SPF STIFFBACK AT SECOND FLOOR Fi�.41"« �1/16" o.s.B ALL UPRIGHTS OVER 4'-10" 2X4 Iro" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -I/a" TEXTURED FINISH —' HEADER (SEE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD TEXT. PRE -FAB TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING 2"X4" NAI CONTTEXTURED FINISH BT. PLATE OR 1/2" PLY. LER 1/2" CLG. BOARD TEXT. ON GALV D. META LL 1/2" X 9" AB W/ (2) LAYERS -1/16 SF-4 32" O.C. o STUD LATH OVE TYVEk '• ' MIN. ro" EMBEDMENT o.S.I�.SEcURE E/4, 2X4 DBL. TOP PLATE , "��`' 2 DIA. WASHER 2x4 P.T. PLATE W/ o UJ/2 ad,s a"-12'" LAYER -�..- HDR. STUDS)/JAGKCS) 1/2" DR-1'WALL OF #15 FEL � 32" O.G. MAX 1/2"XT ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR GONT. MIN. roll EMBEDMENT 1/2" X 9" AB OiR J-80LT LSTA 12 .•.;. W/2" DIA. AT 32" O. C. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS eI(o O.G. r ;,.•. SECURE TRUSS TO 2X6 W/ C'� 32" O.C.MAX STUD t0 HDR. KING STUD(S) SP-4 BLacKING MID -WALL ••y. f.•'ti TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR 126 roll-8" CONC. FIILLED LINTEL GLUED NAILED .' PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)*5 ROD , 4" O. C. a EDGE I 5 6" O. C. 'a IN FEILD all CMU FUR. JST. SIZE SEE FRAME PLAN TEXTURE FINISH IX2 P.T. FURRING STRIPS SHIEATHING OVER 2X4's R-4.2 INSULATION N,41L PER SCHEDULE 2nol FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. I.000D FRAME TO LiK. 1/2" DRYWALL = _ _ _ MSTA t3(o 3 "SO CD. 2X4 DBL_ TOP PLATE IT I 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS 111111. Q16" O.G. WOOD BASE I I I I I I BLOCKING MID -WALL I II II I 2X4 PT. PLATE _ I I I I I NAIL PER SCHEDULE/ BOLT PER FND. PLAN SF-4 32" O.C. a)STUD 1/211X9" A.B. 32" O.C. MIN. 6" EMBEDMENT Qz zly o o F_ U 6 "X6" #lm W.W.M. Z - L)- CONG. SLAB 2Xa RIDGE 0 o OR FIBER MESH # 4" 4" � 0 � REINFORCEMENT T�I'P EXTERIOR OPENING IN FRAME 2X4 COLLAR TIE O 3 5 s CONT. I -allm EVERY OTHER RAFTER IL �z 2X6 RAFTE } �} 4 w �u 2 #5 CONT. U m T"'P. WALL SECT ION 2-C." 1' 2-12d EVERY TRUSS [NTERIOiR BEARING WALL IXro NAILER 3-12d RAFTE 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 TRUSS BLK. 1=5TOR�r (GABLE) WALL AID DEADER CONY. FRAMING DETAIL/VALLE STUD RE0I 1REt*-1ENT5 SEP MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V -O' 4'-11 1/2" 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3, NUMBER OF PULL- L.ENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING LOT #71 PHASE #2 MONOLITHIC BLOCK DETAILS & NOTES DATE-- 9/17/03 SCALE: V4'=I'-®' SHEET � 2 ��' �v 3 2003 # IOOO UFL IFT SIMPSOM MT5-12 111/-1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMP5OM MT5-12 ONE EA. SIDE OF TR. OPi=OSITE SIDE OF E W/-1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL TRUSS 5 50ND SEAM TAP CONS I MIN. 2" COVER 2 " APART fifRUSS 4NCk10f:R' IDEfiAIL=IREfiP0FIT '3" MIN. LE55 THAN 10" REQUIRES I" NOSING 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT`— IXS RIa1=R LESS THAN 4' TYP, II II II BETWEEN SPINDLES HANG 1/2' G 1X' I" NOSING TYP. � 4 ctl E T- FINISH -6 LANDING STAIF 5 C;TICN [DETAILS i- IX2 PT.TOP OF BOX SP4 OR H-5 TOP PLATE TO STUDS E DBL. TOP PLATE ' w 2'-O' ABV. 10'-0' LEVEL TO ROOF 2X4 STUp OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' 1/16" OR 15/32' O.S.B. ' ± W/1/8' TEXTURED 10'-0" FINISHED OVER G LVINIZED METAL — — — — — — — — — — — — — — — — ,:1 I.� PAPER BACK LATH ` 1 FRAMED CRICKET k SIMPSON TRUSS PRE. ENCs TRUSS H I MN � C DETAILS 3 r SIMPSON H-5 (MIN.) m 2X4 TO TRUSS 2X4 BTM. PLATE SECTION ":_ a M PRE. ENG. TRUE IX2 PT.TOP OF 1 DBL. TOP PLA' 1116' OR 15/32' W/1/8' TEXTUREI FINISHED OVER GALVINIZED ME PAPER BACK I. CRICKET 2'- 5 -1/2' FLAN VIEW FROM TRUSS DBL. PLATES ABV. 12" z N 3�e?" MIN. FINISH STAIfR UJINIDF., [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.B.B. — (2) 2X4 02 ND 5YP DIAGONAIL BRACE / W/ 3-12d 9 EA TRUS8 ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS AISEA 2)dNLGEND(10i TO TRUSS 2X4 erP STIFFBACK AT ALL UPRIGHTS OVER 4-10' T/16' 0155 SHEATHING USE 8d NAILS AT 4' o.c. !EDGE 4 6' o.c. FIELD 2X(o FT. PLAtE�OLT W/ I/2"X9 A.B. COMMOM (W/ 2' E) IA. WASHERS) 9 32' O.G. MAX. 1/2' CLG. BOARD TRU55 24" o.c. NAIL CONT. RAT RUN TO INSUTION LAN. �??�� TRUSS W/ (2) 12d a EA. TRU88 I-S REBAR CONT. R-i3 MI 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO 6 O'-O' (3) 'X' BRACE (1 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUAL!' FROM CENTER TO END) r--:II:A5LE ENID G 055 S AG INS 1= 5TOfRN*T` 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TQ BLK W/ META-Ib 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 BLK SECURE THRU TRUSS 11/3-12de -PER EWj D TRUSS 24' O.C. MAX 21_0" EXTENelON 0 OFT SERVICE 121R. N.T.S.}[ METAL LATH 1/16" 065 OR TEXTURED 1/16" 0515 OR- 1/2 " iPLI'WOOD FINISH 1/2" PLYWOOD W/ 15" FELT W/ 15# FELT 2X6 CGONT.) . 2X6 (CONY.) 2X4 (CONT.) 2X FLOOR J015T 2X4 (CONT-) S IMPSON EXPANSION 2" MIN. Ir-IEYA_16 JOINT OVERLAP CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FIN15H FINISH TWO STOR,t' TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2,X4 *2 ND SYP DIAGONAIL BRACE— W/ 3-12d w EA TRU58 l DIAGONAIL BRACE TO COVER 5-TRU65E5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END To TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' OSB SHEATHING USE 8d NAILS AT 4" o.c. EDGE 4 b" O.C. FIIELD 2X4 W/ 3/V X 5 LAG OR SIMPSON HTC-4 ® 52' O.G. MAX. SHEATHNAILING TO BE 6B' I \\ '-O.C.C. IN FIELD 4' O.C.GALL EDGE5 W/8d NAILS ASPHALT SHINGLES OVER " is FELT ON 1116' O.S.B. — 1/2" CLG. BOARD `—TRUSS 24' oz. NAIL CONT, RAT RUN TO INSULATION TRU68 W/ (2) 12d a EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE —2X4 STUD 1/o' O.C. MAX. 2X4 BTM. PLATE iUB-FLOOR VAILED HETA-I(o' FLR JST TO BLK \\—FLR TRUSS 1-05 REBAR CONT. 0'-O' TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-O" (3) 'X' BRACE (I 'X' BRACE Q CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,45LE ENID GfZ,1033 5FAG IN 2 - ST0IR"T' BAKERS CROSSING ILOT #71 PHASE #go MONOLITHIC BLOCK LTAILS & SECTIONS DATE: 9 /1'7 /0 3 scAL.E: 1/41=1'-0' SHEET 3 OP' 4 i 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE .300 2 X 4: CEKI MIN EMBEDMENT 1 1/49 SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16' TAPCON5 OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.1453030 MIN HEAD SIZE 0 OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT I I/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN S' OF EACH END 4 MIN EMBEDMENT 1 1/49 MIN HEAP SIZE 18" O.C. MAX. SPACING. 8' 1 1/4) FROM EACH END AND 18' PRECAST HEADER(MIN) 9 2 X 6: CEKI 8" FROM EACH O.C. MAX. MIN 1-1/4" EMBEDMENT MIN EMBEDMENT I 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.G. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ASV. PIN (MIN SHANK 5IZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAP 6IZE.300 MIN HEAP SIZE 300 16" HIEGHT. OR DRIVE PIN (MIN SHANK 51ZE.145 1/4' TEXTURED FINISH MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') MIN HEAP SIZE 300 -I/B' TEXTURED FINISH WITHIN 8' OF EACH END 4 8" FROM EACH ENE) AND IS' MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING IS" O.G. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER Iro" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON - D.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.)2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 I/16' OSB SHEATHING 2 X SOLID BLK'G ID ARCH SECURE TO BLOCK--1/2' DRYWALL I/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCON5 OR DRIVE 8' GMU 1'X4" OR 1'X2' P.T. NAILER MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPECS. MIN HEAD SIZE 300 - DOOR CASING 8' FROM EACH END AND V MIN EMBEDMENT 1 MTL WDW FRAME ') O.G. MAX. MIN 1-1/4" EMBEDMENT GMU WALL WITHIN 8' OF EACH END 4 NOTE- SHIMAS NEEDED +NOTE: NO iGAP a WDW FRAME 18' O.C. MAX. SPACING. DOORJAMB TO PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4'. �C H � A � � T A j L j ` 11 �� U'� II�l � �- � � � � � � I � � � � � � � � PER MANUFACTOR'S DETAILS. - I ISM Ij� I �l ��� � ���� J��� �� ����� 1 1/2II 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 PRECAST HEADER(MIN) DBL. TOP PLATE MIN HEAD SIZE 300 /8' TEXTURED FINISH MIN EMBEDMENT I I/4') � IX4 P.T. OR R X 4' MIN. 5'FROM EACH END AND IS' SECURE 2 X RIP TO FIT �/16" 055 SHEATHING SECURE THUFRAME AND MORE THAN O_C. MAX. MIN 1-1/4' EMBEDMENT W/2-12d5 6'-8' O.C. 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 SIZE.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 m ARCH MIN EMBEDMENT 1 1/4') 8' GMU - ' MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER TO MANUFACTURING IX4 OR I X2' P.T. NAILER 8' FROM EACH END AND 18' DETAILS FOR SPACING. DOOR CA51NG O.C. MAX. MIN 1-1/4' EMBEDMENT -i/16" 055 SHEATHING ATTACHMENT PER MANUFACTOR'S OPEC'& 2 X 8 (MIN 2 X 3J 2-3/16 TAPCON 2 X 4 16" O.C. MAX.(WHEN OVER lro' IN HIEGHT.) MTL WDW FRAME •INOTE: NO GAP a WDW FRAME SHIM AS NEEDED OR DRIVE PIN (MIN SHANK 51ZE.145 2X4 BLOCKS TO EXCEED 1/4' MIN HEAD SIZE .300 DOOR JAMB TO PLUMB B MIN EMBEDMENT I I/4') - CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND 18' W D T A L C U T A W A O.C. MAX. MIN 1-1/4' EMBEDMENT I I J A 5 TO 5 L O C< 314 O iR �14. . .r NAILING SCHEDULE ALL NOTES IN REFERENCE ROOF DIAPHRAM TO FLORICDA BUILDING SUPPORTED PANEL EDGES WAND +B GUN NAILS AT 6' O.C. AT' ^/ NTEF 1EDIATE SUPPORTS. ALSO SEE DETAIL. �OC �. � � `OO� ROOF SHEATHNG TO GABLE END FRAME USE 18 GUN NAILS • 4' D.C. EXTERIOR SHEATHINGSITE PLAN NOTE S USE 9A6' O.S.B. OR 1/2' PLY WITH +S CAN NAILS AT 6' O.C. AT' PANEL BIDES AND +8 GUN NAILS 4' oz. TOP 4 BOTTOM --- PANEL AND +8 GUN NAILS AT6' Or- AT 1)LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTERMEPIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL REQUIR�MNTS ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. i" A -la -' SIZE HEAD LENGHT DIA. TENSIL STR AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 6WALES Sd ROUNPMODIFIED OR T 11/&' _I13 Ii0p00 OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 I/B' 128 170/D00 5) LANDSCAPING IRRIGATION, BEARING, ETC. SHALL CONFORM TO LOCAL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURI5DICTION5 AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK 16 To BE PERMITTED 5EPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING NOTE S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 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 (1) A8 APPROVED BY THE BUILDING OFFICIAL- 5. WIND EXPOSURE 'B' ro. INTERNAL PRESSURE CO -EFFICIENT +IS THRI -IS 2) WATER LINES SHALL BE CPVC. 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 G)BL. 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 318 AND WITH 5) 6HOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ,4�GI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE: STRENGTH OF 2500 6) NOSE BIBS 70 BE PROVIDED WITH BACKFLOW F'F�VENTER PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO A61M Aro15 Ablr. OR 61T, GRADE 40 -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.G. MAX. 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A BUILDING CODE 2001 CHAPTER 16 2X4 IV O.C. MAX. VE LOADS OF 20 PSF ROOF LIVE 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5 LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL 67RUCTUAL LUMBER SHALL BE 42 SYP. ALL STUDS SHALL BE STUD GRADE SFF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL SECURE 2X4 SHALL BE PRESSURE TREATED) POOL CONTRACTOR AND SHALL BE PERMITTED BE PROVIDED SEE SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TO WOOD W/2-12d B. 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/2-12d 6 A SHALL BE DE5IGNED, IN ACCORDANCE WITH R ENGINEERED 10) ALL CLEANOUTS FLUSH WITH GRAPE. STAGGERED FPRE- PA BUILD G COPE 2m0gE5 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL BT. PLATE PRIOR TO FABRICATION. IV NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND 93 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA SECURE 2X4 W/2-3/16' TAPCONS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER'. PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK 51ZE.145 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 137 FIXTURE SUPPLY SIZES SHALL cow -ow TO FLORIDA BUILDING CODE MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCONS a. ASPHALT SHINGLES A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 20OI MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK BIZE.145 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WITHIN S' OF EACH END NOT TO MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') FOUNC7ATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE EXCEED IS' o.c.MAx. 2X4 SOLID BLOCKING WITHIN 8' OF EACH END NOT To I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD -1/16' EXCEED la" O.C.MAX. 2X4 501-ID BLOCKING PRESSURE. K SHALL BE IN ACCORDANCE WITH ACI 301 AND 2. ALL CONCRETE WORK I. CONCRETE MASONRY UNITS SHALL HOLLOW CORE SOLID UNIT AND MA ARY IN ACCORDANCE WITH ASTM G90 AND Ci45 AND SHALL OR 0.5$. SECURE To SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVEE A NET AREA GOMMF'RESSIVE STRENGHT OF 1900 PSI. OR f/16' 0.5.8. PRIOR TO FABRICATION OR CONC. POUR. TO ARCHITECT FOR APPROVAL MORTAR MIN. 2-12d PER ELK. EA. END 3. CONCRETE 28 DAY STR.ENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM G210. A 1�C � A� /!J I IDO AGGREGATE SHALL BE MIN. 3 THICK CONCRETE OVER 6 MIL VAPOR METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: W W I L 4. ALL SLABS MA52A36 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. C BARRIER OVER CLEAN WELL COMPACTED TERMTTED TREATED SOIL. B. g67RA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. METAL ANCHORS AND TIES. 5. REINFORCED STEEL: A5TM 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, ScREW5, 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 DIPPED GALVANIZED MEETING THE NORfZ. BARS AND LAP VERTICAL BARS TO DIOWELS MIN. 25". REQUIREMENTS OF ASTM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL 5E 1/2'x8" W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER. FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORID.A BUILDING CODE 2001 MAUNITS SHALL BE FULL HEAP AND BED JOINTS. 2. BEDD AANDND HEAD JOINTS SHALL BE 3/8' THICK ROOF LIVE LOAD: 20 P5F 3. MASONRY WALLS 6HALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY 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 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3"-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BAR5. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS 64ALL BE A MINIMUM OF 25". a ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM AV5, A616, A617, OR A706. FINISH GRADE Y 10. FINISH 5[.-AB TO BE 8' ABv. FINISH GRADE SEP L3 r. BAKERS CROSSING LOT #71 PHASE # MONOLITHIC BLOCK 9. DETAILS NOTES DATE: 9/17/03 SCALE: 1/4'=1'-®' SHEET D4®F 4 BAKERS CROSSING LOT #71 PHASE # MONOLITHIC BLOCK 9. DETAILS NOTES DATE: 9/17/03 SCALE: 1/4'=1'-®' SHEET D4®F 4