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Home My WebLink About213 Clydesdale Cir 04-53h` _ -PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat "I Di- #IO2 Orlando; FL 32822 (407)85.7.79101 _ 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 t SUBDIVISIONSJNQ^w0Q PERMIT 40LI® DATE 4_ d H Eg r9 9 DESIGN CRITERIA: 16 FLORIDA BUILDING CODE (FBC) 2001 '• OCCUPANCY — RESIDENTIAL - GROUP R *CONSTRUCTION TYPE- VI 110 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 MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST ]REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS `' FLOORS ® SLEEPING AREA 3OPSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 10PSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF.(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 1B LINTEL SCHEDULE PG IC 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 www. drhorton. com CBC055300 6250 Hazom..1tintm.. National Drive Orlando, FL. 32822 Tel (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 JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PEAMIT#o4-53 OFFE'l.", COPY SEP 2//l/2003 BAKERS CROSSING LOT#56 PH#2 DATE: 9/25/03 SC AT 1/4101'-01 SHEET C 1 oP' 5 -- - BAKERS CROSSING ILOT#56 PH#2 MOIDELo 9919 6 5 _ L99 F.S./B.C. 99 - 499 'O UND ATIO N PLAN 00 DATE: 9/ 2 5/ 0 3 SCiAT: 1/41•1'-1 1 SHEET 1 or S 27' -8" II' _all V I -�° 4 -4 11 \ / ------------------------------ ■ I I ■ \ / --------------- DOWEL PLAN ELECT® "F" ONLY DOWELL PLAN SEp euu� BAKERS 'ROSSING LOT#56 PH#2 MODEL0 991965- L99 F. S. /B. C. W-4" DOWEL PLAN (DATE: 9/25/03 SCALE: V4'■l'-®' SHEET IAOF 5 BAKERS 'ROSSING SOT#56 PH# 2 MODEL 991965-L99 F.S./B.C. ^9- 4" LINTEL SCHEDULE DATE: 9/25/07 SCAJ..E: V4101'-0' SHEET I B OF 5 BAKERS 'ROSSIN( LOT#56 PH#2 MODEL: 991965- L99 F.S./B.C. 9 9 - 4" WIND LO AD CALCULATIONS DATE: 9/25/03 SCALE: V4'■1'-m' SHEET i C OF 5 ARCH P KITCHEN (DAKCH @ FAMILY RM. ------------ 0 5'-2" 25-SH 2'-4" 13'-10" 25-SN EGRESS 40' - 0" W-4" 14'-4" 2 5A PATIO g'-0" x 6'-0° l 8068 S.G.D. Mill BDRM. BDRM. 3 g'-4" CLG. I I (CARPET) V -4" CLG. (CARPET) — - 0Ica m m I I - I FAMILY ROOM - I (CARPET) — — — — — — — — — — — — — — — — — — -- 0 lw _ 8 HC.ACG. 42 "A.F.F �n'��tttt V 0'-11 0 2 -9 -4 -SN 5 _8 _O N W BDRM.#2 ^ BAT OPT. - (TILE) LAV. 0 g'-4" CLG. (CARPET) L — — — — — —TILE DINE— — — OPT. 0 I l ----------- IR-15N INSULATION �t I I I ------------� � r 0 T. AIRCH OPINING C ----------\ ,ART NICHE a "'Ca-) FOYER „OPT . COAT CLOSET "P TOYER FLOOR PLAN J OPT.ROUNDED CORNER 5M. OPT. I I------- -----1 I ARCH OPENING - - W.I. C. z cnOPT. NOOK RENCH �e 9'-4" CLG.DOORSF2' m _ (TILE) cv 12 =0 =0 9 =6 2 =2 14 =4 1 �sl KITCHEN -- V (TILE) � MIL - OWNER'S s. �, @ I I w, l 4'-�3'=1" _� a> a SUITE 0 . BATHn,.,,,,, OPT. g -4 CLG. _ = (CARPET) m (TILE) O L ISLAND o 42 "A.F.F.r CD m p = JL ' RANGE L J 2'-�"' 10" ° 21-4111 21- 4 A/ /T47�� C I —I---- — O O --- Lu — — DINING _ ROOM ' 3 �131-411 COND � WH. R/A A/C A cv � (CARPET) -- � 14'-4" 5'-4" '-10' 4'-0 3'-0" II'-0" cn �8 N m u 22" X-5 2FT —I I OPT. II OPT.I ATTIC I I D- II W. L.ACCESS J—7----- W1 OPTIONAL PULL DN. STAIRS — — — — — — — - 00 ART NICHE I ' D j LIVING N GARAGE THIS WALL NOT q_� 51=. 00 ROOM 9'-4" CLG. LOAD 5RG. m ELEV. "F" gFOYER '-4" CLG. I LINE OP GLRR 00 CP3r=ELEV. D, E, F CTI E) i N ,Q1 I= ` LINE OF CLG. ELEV. D, F GLGc. t IT. `� ELEV. D, E, F JL --- — — — — — — — — — — — — — — — - ENTRY = _ H.S. W/I'-0" ' VAULTED CLG ELEV. D, F ONLY 16'-0 X 1'-0" OH SIDELIGHT ELEVATION "D4E" ELEVATION "D" 50"X36 "X30" 35 -SH W/ TRANS. A5V. 54"X21"X19" ELEVATION 'F" TRANS. ASV. 50"X42 "X18" ELEVATION "E" TRANS. A5V. 36 -SH W1 ELEVATION "G" 54"Xlv"X9" 54"X16" TRANS. ASV. TRANS. A5V. ELEVATION "F" -0" 16'_0 -01, 21_6I 21_6ll g _8" 5'-41 (2) 25-6N UJ/ 20'-0" AL5'-0" 15'-0" HALF RND. ASV. ELEVATION "G" 40'-0" (2) 26-SH /--- -- ---------------------- --'\ I EMT. I --- - - - - - - - - - - - - - - - - - - ENTRY. lU/1'-0" VAULTED CLG ELEV. D, F ONLY SIDELIGHT" I .......................... ........... ........... TEIEM]w C_ C2)-25-SH 10'-S" W/1/2 ROUND 1451 41-411 FLOOR PLAN ELEV."F"ONLY " 6x6 POST (3) TYP. I ------------ 1 ENTRY ELEV. 77 G 99 � I I I (D (2) 3-0 Q) I 2' 4" - I I m --------------) O P IPANT RY 3 EXTERIOR MASONRY WALL 5RG. HEIGHTS S'-4" WALL E3RGs. ------------------- 25-SH MEDIA RM I II I II 2'-4" 2'- ro — — — — — — — — — — — — — — — — ti OIPT® MEDIA ROOM SQ.FT. CA]LC.'S LIVING 1901 SQ. FT. GARAGE 412 SQ. FT, ENTRY 22 SQ. FT. PATIO 54 &Q. FT, TOTAL. 2455 SQ, FT. W// 2003 BAKERS CROSSING LOT#56 PH#2 MODEL: 991965 L99 F.S./B.C. W-4" FLOOR PLAN DATE: 9/25/03 SCALE: V41 MV -m' SHEET 2 03F. 5 BAKERS CROSSING ILOT#56 PH# 2 MODEL 991965- L99 F. S. /B. O. ^9- 4" ELEVATION D�, DATE: 9/25/03 SCAT: V4'■1'-01 SHEET 3 D OF 5 I C2JMETA-16 T- — I r 7- FT I I imi I 1 11 1 1 1 T 11 1 1 1 1 1 �F— 1 11 11 — L II L s C9 K = II II II II II II II II II II � II II II II — K -w — 11�L — —A-1 C2�h'IETA-16 A9 A11 A13 — A15 AI-1 A19 A A A A A A (X A A A A A A A I— 22 "X54" -Tiq — — — — — — ATTIC ACCESS A A A2 a tk A2 _ AG1 = lU BtuAG2 DIOR-.4 1 r-t-m !��j D�vt I X— BC CG HEADER SPAN! CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2X6 DBL 2X8 D5L 2XIO D5L 2X12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO 5TOR1' APPLICATION DOWN STAIRS 51ZE CLEAR SPAN D5L 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-O" TO 6'-4" 6'-4" TO S"-m" a'-O" AND OVER 4X4 PO5T=(2)2X4'5 NAILED WITH 126 6"-V O.C. STAGGERED 4X6 PO5T=(3)2X4'6 NAILED WITH 126 6"-V O.G. STAGGERED TRUSS PLAN * CONNECTORS TO BE SIMP50N U.N.O. * TF�:U55 TO BLK META -1(o W/12 -106XI 1/2 * TRUSS To WOOD MT5-12 W114-10cIX1 1/2 K/m BAKERS 71 CROSSING LOT#56 PH#2 MODEL 991965-L99 F. S. /B. C. 9 9 - 4 99 TRUSS PLAN I' D " ACCUSPAN DATE: 9 /2 5 /0 3 SCALE: V4'■1'-,m' SHEET 4 D OF 5 ELECTfRIC,AL LEGEND 5YMB0L DEFINITION NOTES I1mY OUTLET I/2 OF OUTLET I��IjL-.1�■ IImY OUTLET WIRED TO SWITCH EQUIPED WITH I1mV OUTLET GROUND FAULT GFI INTERUPTER W /I I n �J 220V OUTLET WP EXTERIOR GROUND FAULT I WATERPROOF fNTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. (�4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGHT CEILING LIGHT " 1 VAPOR PROOF `OJYP LIGHT / RECE55ED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/LIGHT 50. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENT RAP AROUND LIGHT _ 2' FLOURECENT - - - - 4'FLOURECENT ® PANEL METER SMOKE RATT. RACK -UP O W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER — — — — — — — — — — — — — — — — — — — — I Q I I / \ I 1 BDRM. 4 I FAMILY j ROOM OPT_ I\ !PRE -WIRE PRE-W(REC/ r �\CLG. FAN ~ CLG. FAN I I J BDRM. #3 S.D.O I \I 1 CLG. FAN / TV. BATH GF I I GF 11 — — — — PRE -WIRE lir} CLG. FANGS o 1 �� BDRM.#2 I r----------- —� NOOK W.I.C. SEC. I sYs. S.D. O s LL PRE -WIRE CLG. FAN 1 o v , C Ml\BAT �L---� 1 OWNER'S // EGF SUITE � I � 1 KITCHEN LQ �� I 1 / y CFI O CFI —_j WP — — VP GF f< / WH. WH PANEL 1 �OND� GFI 44' A.F.F. WH. IN _ _ — 4� SAFETY PAN DININ WALL MOUNTED LIGHT ROOM 4 5WITCH IN ATTIC- � W.I I � � I /� L------1 / I II I L- JL- � i 00 00 I PRE -WIRE GARAGE CLG. FAN METER FEILD / VERIFY LOCATION CLG. OUTLET 00— JL �1 WP. GFI Q .- PB FOR CHIMES WP. GF I I ul' A L ELE"""TRI/ PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED HOMEOWNER PRECON5TRUCTION MEETING NOTE: ,,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC: FAULT.(NEC 210-12) NOTE: *20 AMP DEIDICATED LAUNDRY CIRCUIT. 7 5A 4/0 ALU. CABLE 200 AMP METER BASE METER MAIN DISCONNECT COMBO SQUARE D TYP. DISC. 200 200 AMP AMP. IN51DE MAIN PANEL '012 COPPER TO DISC. LIGHTS 4 OUTLETS 10 COPPER TO WATER HEATER #5 COPPER TO RANGE LAY, I SERVICE BY POWER CO. #4 COPPER TO 5/5" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. -" V T I:P � ,f11 KIT_ TO MAIN EWER PLUMBING RISCR DIAGRAM 2 1 T.,PANTRY I I u MEDIA RM/ I �� %PRE -WIRE II I CLG. FAN I 0 1 I I I II I I I I l ) ------------------------- OIPT® MEDIA ROOM 1 1 2 7 2003 BAKERS CROSSING LOT#56 PH#2 MODEL: 991965—L99 F.S./B.C. 9 9 — 4" ]ELECTRICAL PLAN DATE: 9/25/03 SC AT: 1/4101'-01 SHEET 5 OF 5 24"X24"X12" CONC. PAD W/3-#5 BARS E.W. ■ ■ (ON CHAIRS) 4 1/2" — — — — ■ MIN. 3" COVER-0-7 (2 TYP.) 3 1/2" THK. 4 CONC. 1 I 4'-�l / II @I-21I 31-411 -3 1/2"C� ■ ■ s G FOUNDATION PLAN ELEVATION (�) LEFT ELEVATION RIGHT 51M. cLr �; FLOOR (�) OPT. Cc TRUSS PLAN ACCUSPAN *CONNECTORS TO BE 51MP50N U.N.O. *TRUSS HANGERS TO BE SUPPLIED d ENG'D. BY TRUSS CO. *TRUSS TO BLK META-16 W/ (12) 1 DdXI -1/2 *TRUSS TO WOOD MTS -12 W/ (14) 106XI -1/2 (6� OPT. C. PORCH ]LINTEL I Q Ts I'm' � MUM 11 DI <^STM <4444ET41f LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 10 9'-4" SFI(o-05/1T OPT. COV. PORCH L. it 14'-S" SF16-05/1T OPT. COV. PORCH L. 12 9' -4" SF16 -OS/1T OPT. COV. PORCH (,�) ELECTRICAL PLAN TRUSS PLAN C.C.A. *CONNECTORS TO BE 51MP50N U.N.O. *TRU55 HANGERS TO BE SUPPLIED 4 ENG'D. BY TRU55 CO. *TRUSS TO BLK META-1& W/ (12) lOdX1-1/2 *TRUSS TO WOOD MT5-12 W/ (14) lOdXI-1/2 -StP 2 7 BAKERS CROSSING LOT#56 PH#2 MODEL: 99 1 9 6 r - L99 F.S./B.C. 9 9 - 4" OPT COV]ERD PORCH DATE: 9/25/03 SCALE: V41011-01 SHEET 5 A. of 5 i I I SP-4 16" O.C./EA. STUD 2X4 DBL TOP PLATE 2X4 MID -WALL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" BLKG BLKG ANCHOR BOLTS AT 3' O.G. n u �� II �� " " �� II _ � x� #lm W.W.M. 05 REBAR SET IN 2000 1/2 X 9 A.B. 32 O.C. 2X4 ID —WALL /2 X 9 A.P. 32 O.C. 2 ASV. CON(. PSI EPDXY 25" MIN. ABV. � 6 EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD = SLAB/6 MIN. EMBEDMENT l�o" O.C. MAX. Igo" O.C. MAX."X6" #10 W.W.M. II 6 A5 " #10 W.W.M. 2X4 P.T. r =�9PT PLATE 2X4 P.T. BT PLATE /� 5P-4 16" O.G./EA. STUD 2X4 P.T. BT PLATE O.C./EA. STUD---___ / (2) CONT. #5 REBARS I'-4" ` z_ u ° ° ° ° LLI _ 4 4 GONG. SLAB77 4" 1'-;J411 z � CON(. SLAB „ _ m 1 -4 2-#5 S ON CHAIRS } CON(. SLAB = _ _ - -, m U TYP. RETROFIT FOR ALL 2 #5 s CONT. 1 _011 3 #5 s CONT. 2 #5's GONT. 4 1'-0" 4 Y ' �A OMITTED FOUNDATION DOWELS � ``� ECTIoN R SEARING UJA I�/N0 l F='L f FT WOOD FRAME FOOTING LK&T,Yf--.WALL sSINGLE STORY INTERIOR SEARING UJ,4LL. INTERIOR SEARING UJAL,L. INTEiRf O 24 3 1/2" a HEAD OF GARAGE 3 1/2" HEAD OF GARAGE #5 DOWEL BAR(ONE SIDE #5 DOWEL BARS S 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. 9" ANCHOR BOLTS AT 3' O.G. -i 5/S" C B II 6 "X6" #10 W.W.M. -1 5/8" CURB II 6 "X6" #10 W.W.M. CURB 6 "X6" #10 W.W.M. ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT II MIN 6" EMBEDMENT 6"X6" #10 W.W.M. EXTEND 1 1/2" ('ll 6 "x6" #10 W.W.M. RECESS /2 24 II = z A=T:1IL_ � �� - o � y 0 ALI(- m v °� 2-#5'5 ON CHAIRS - v (3-5'S W/2-STORY) ° ° ° 2-#5'S ON CHAIRS 1'-4" 4 8 II m o o m I' -a" _ STORY (3-5'S W/2-STORY) SINC�L 1'_0 3 #5'S ON CHAIRS STORY 2 #5 S ON CHAIRS I -8 ll G ARAGE OURB STOP stoRY TWO � THICKEN EDGE � ?2-5TOR"r INSIDE FTC. AT GARAGE STEP-UP �BEARING WALL ID€ FTC. AT GARAGE STEP-UP GARAGE SERVICE/POOL STORY GARAGE CURD GARAGE CURB 1-5TORY BEARING WALL DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON allC)`-(U ILL � L, & MIL. VfS. VAPOR CHAIRS (MIN. 3" COVER) 7. ___I TOP CORD BLOCKING AT 4' GRADE �r 4 GARAGE SLAB `~ Z 6"X6" FRAMING zo #10 W.W.M. PACES AT EACH END. SLIDING DOOR TRACK - \ 6 cYl co m m `� SLOPE CON(. _ - '�'f-•- RAFTER OR TRUSS ROOF SHEATHING = ' 2' -0" TO FRONT(1/4" -1/2 ") CURB WALL � 8" CON(. DRIVEWAY � o 0 o ROOF SHEATHING LAYOUT � 1 I/2 AND ENDWALL BRAGING _o GARAGE 3 #5's CONT. FOR GABLE END FRAMING 1/2° BEYOUND 3" MIN. COVER z Q 24"X24" EXT PAD SLAB AT SL. GLASS DOOR GARAGE DOOR 2-STORY FOOTING BUILDING LENGTH " cp 1� 08d GUN NAILS e4" O.G_ #86 GUN NAILS v II II II TOP 4 50TTOM EDGES 6 O.C. IN FIELD POURED LENTIL TO BE II II II CONT. (TYP) #5 REBAR II II II OUTSIDE BAR 2X WALL FRAMING II II —1 �' Lu , q Q Z U (3) 1/2 "XS" ANCHOR BOLTS CONTINUOUS Z z z S" CMU FILLED or (3) 1/2"XV J-BOLTS — - MIN. 6" EMBEDMENT = _ _ — — — Z @ _ CELL (TYP.).. , � U � 0 W/ 2 "X2 "XI/S WASHER AND EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP -0 O # = TYP. EXTERIOR 5HEATHINC; A BLOCK WALL CONNECTION FLOOR To BOND REAM. TYP_ REBAR LAP # ATTACHMENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLING. a) CORNERS ; @ NOTE , (SLEEVED ANCHOR IN SOLID � �� GLUED TO R00F MEMBER POUR ACCEPTABLE RETROFIT) 2-#5B 's REAR a 1 STORY 3-#S'5 REBAR w 2 STORY 6"-8" la EDGES 4 101I-12" IN FEILD T`1'P. EXTERIOR SHEATHING ATTACHMENT POURED LENTIL FOR SHEAR AND UPLIFT 0 CONT. (TYP) (0.55. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED z PRE -CAST HDR. SIDS' ARE NOT REQUIRED EXCEPT AT OPENINGS BOND> BEAM , ,• , 2X6 GARAGE POOR BUCK W/ TIE TO HORZ. BARS W (3) 1/2"X8" ANCHOR BOLTS � or (3) 1/2"X,5" J-BOLTS 8" MIN. EMBEDMENT } 6" EMBEDMENT MIN. �O U 8" CMU FILLED NUT SPACEEVENLY AND FROM # HORZ. REINFORCING D VERT. REINF_ CELL (TYP.) Sol GUN NAILS 6" HOOK IN GROUTED FLOOR TO GARAGE DOOR HDR. e 12 O.C. IN FIELD GELL IN JOINTS PRIOR TO FILLING. 1-2X(o PT BLOCK a CENTER OF `n Q DOORHEADER W/(1) -A Lu ' (1) 1/2 "X8" ANCHOR BOLTS z U GLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS a FOR GROUT LIFT O 6 " EMBEDMENT 5 FT. UNLESS W/ 2 "X2 "XI/8 WASHER AND NUT �4 HORZ. REINFORCIING z Q/ FOOTING DWL fS ca 6" HOOK Lu } NOT REQ'D. T T f=. FLOOR DECKING C HORIzONTAL/VERTICAL REINFORCING cn O ATTACH„IENT TO FLOOR JOIST EA. SHEET TO PE GLUED AT ALL EXi=OSED JOIST . 12003 BAKERS CROSSING ,OT#56 PH#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 9/25,/03 SCA _lE: V4101'-0' SHEET DI OF 4 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND FEILD STREAM CHASE GROVESWAVERLEE WOODS CHASE GROV€S,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND a FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS METAL LATH 2X6 SUB-BANp @ 2X6 SUB -BAND � � �� LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAP LAKE KEHOE CYPRESS HEAD 4 -0 O.C. MAX ALOMA WOODS � :—ROOF TRUSSES ' WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALOMA WOODS UM FINISHED FASCIA 24" O.C. WRAPPED/ALDUM FINISHED FASCIA OVER #15 FELT OVER _f/16" OSB OR 1/8" TEXTURED ASPHALT SHINGLES . -1/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION METAL DRIP EDGE OR 1/2" PLY. W/ 15# FELT 1/16" OSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. ON #15 FELT OVER f 3/4" T 4 G PLYWOOD 2X4(C0NT_) 1/19, 055. SHEATHING SEE TRUSS ENG. -� ROOF TRUSSES HURRICANE STRAPS METAL DRIP EDGE TO BE GLUED (SEE TRUSS PLAN I/2" GLG. BOARD TEXT_ FOR PROPER 24" O_G. 4 NAILED FOR CONNECTDDED OR) 2X4 DOUBLE PLATE (TYiP.) 2X4 5PF StIFFBAGK AT BRACING HETA-16 METAL DRIP EDGE O CI)#5 CONT. LL UPRIGHTS OVER 4'-10" ALUM. FINISHED VENTED SOFFIT LINTEL STRAP 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" GLG BOARD 4 TEXT. -1/8" TEXTURED FINISH 8 ° ° LINTEL BLOCK FILLED " 1/2 ALUM. WINDOW X15 FELT OVER DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYPJ OVER R-19 INSULATION TEXTURED -1/16 O.S_B. SHEATHING CMU'S -1/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD �- FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. ALUM. WINDOW 1/16" 055 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) 1/2' CLG. BOARD 4 TEXT. SEE FRAME PLANS TO DBL TOP PLATE W/ TWO ST•0R� PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR J015T TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX SEE T U5S PLAN allCMUR-4.2 INSULATION O (li#5 CONT. FOR HDR SIZE 1X2 P.T. FURRING STRIPS HETA-I& 1X2 FURRING STRIPS �� 5AND DETAIL FLR JST TO BLK ALUM. WINDOW 3 A TEXTURED FINISH 1/4" WOOD BASE 8" LINTEL BLOCK FILLED ° 1/2" DRYWALL 5EE FLR•/ELEY FOR DES. SILL 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1�E FLY. UNDER QBARRIER PRE —PAB TRUSS ALUM. WINDOW FLOOR LOOK TRUSS/ 1/2 GLG. BOARD 4 TEXT_ 6"6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL - " OR; FIBER MESH Ft SEE FRAME PLANS o RE INFORGEMENT PRE -CAST SILL FOR J015T TYPE 5P 4 32" O.C. STUD 2X4 DBL. TOP PLAT CONC. SLAB OVER CLEAN, HETA-16"a 32' O. C. MAX 1/2" GLG. BOARD 4 TEXT .. 1/2" DR1(UJALL COMPAGt,TERMITE TREATED O (li#5 CONt. z z w SOIL OVER 6 MIL V15. VAPOR 2X4 WOOD STUDS Ny O 1' _ 4 2 #F, CONT. 8 CMU BARRIER,W/6X6 #10 WWM 8 LINTEL( BLOCK IX2 FURRING STRIPS 2X4 CONT. STRESS '� 1(0 " O.C. TEXTURED FINISH 1/4° PRE -CAST LINTEL 1/2" DRYWALL 2X4 MID -WALL WOOD BASE (TYP.) 2X4 PT. PLATE Q �— 5P-4 32" O.C. Q 5TUD 1/2 "X9" A.B. 32" O.C. z 4 ALUM. WINDOW (LUI-1N Ui=L11=T)� TAP. WALL SECTION _n � � SEE FLR./ELEV FOR DES. SILL 6" EMBEDMENT BLK. I - STORE' O O WOOD BASE (TYP.) CONC. SLAB z 6"X6" #10 W.W.M. PRE -CAST SILL °" 4" 4" - Z (Y 3 #5's CONT OR FIBER MESH LONG. SLAB 2 S'S CONT. w z w ,, ` RE ENFORCEMENT } } 8" GMU 6 MIL V15 no VAPOR BARRIER TEXTURED FINISH 1/4" INTERIOR BEARING WALL T''P. WALL 5E TION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON 1/16" O_S.B ASPHALT SHINGLES OVER U Q DO NOT INSTALL CONNECTORS. . 2 "X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORM' c0 Z METAL DRIP EDGE - 4'-0" O.G. MAX _' 6 -- � U "X6" 010 W.W.M. 2X4 DBL TOP PLATE O O OR FIBER MESH 2X4 SUB-BANp RE INFORGEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z 2X6 SUB-BANp e (SEE TRUSS PLAN) } z } LAKE KENOE,CYPRESS HEAD BRACING N U Y O (3) #5's CONT. ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE - U m U 1/2' DRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O.C. CRIPPLE STUDS FIRST FLOOR BLOCK -1/16" o.s. ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT SGONDLOOiRRAI„11= ALL UPRIGHTS OVER 4'-I0° 2X4 Io" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -I/8" TEXTURED FINISH HE,4pER (SEE PLANS) OVER 15# FELT OVER 1/2" GLG. BOARD 4 T€XT. PRE—FAE3 TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING 2 "X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OF, 1/2" PLY. (2) LAYERS 1/16 SP-4 32" O.C. STUD 2X4 DBL. TOP PLATS A HAOV D.ETVA 1/2" x 9" A.B W/ O.S.B.SEGURE EA, LAYER LATH E E .,. MIN.6 EMBEDMENt 2x4 P.T. PLATE W/ ° W/2 Sds 8"-12" O.C. -� HDR. STUD(5)/JACK(S) 1/2" DRYWALL OF 15 FEL 2" DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. 2X4 1.000D STUDS � y #52REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-E3OLT LSTA 12 W/2" DIA. AT 32" O. C. 32" O.G.MAX STUD TO HDR. FULL LENGTH 5TUD(S)/ 2X4 CONT. STRESS '�1(0" O.C. :,•.,�;;,' SECURE TRUSS TO 2X6 W/ KING 57UD(6) SP-4 5LOCKING MID -WALL TOP 4 BOTTOM) 3/4" TC SUBI=LOOK 12d a 6"-8" CONC. FILLED LINTEL -r'• :' PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROD CLUED 4 NAILED 4" O. G. EDGE I : r;� �(•,� 6" o. C. IN FEILD 8" CMU FLIP,JST. SIZE SEE FRAME PLAN TEXTURE FIN15H 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1 1/2" GLG. BOARD 4 TEXT. 1/2" DR`r'WALL _ _ _ _ _ _ _ _ _ _ _ _ _ 18t FLR. STUD 2X4 DBL. TOP PLATE WOOD I=RAi IE TO BLK. 11- I M5TA-3(o 321, O.C. I/2" DRUJALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS O.C. WOOD LASE I I I I I I BLOCKING MID -WALL II II NAIL P'ER SCHEDULE/ 2X4 PT. PLATE SP-4 32" O.C. w STUD 1/2 "X9" AE332" O.C. BOLT IPER FNp. PLAN MIN. 6 ° EMBEDMENT � oa � U 6 "X6" #10 W.W.M. 0 o OR FIBER MESH C�#S'S CONT. 4° 4" f 2X4 COLLAR TIE 2X8 RIDGE O O z REINFORCEMENT T�I'P EXTER10F OPENING X> IN EJRIE I _8„ EVERY OTHER RAFTER } z RAFTE O w 4 2X6 w UU no } 2 #5 CONT. U m T"rf=. WALL SECTION 2 -STORM' 2-126 EVERY TRUSS 3-12d INTI=RIOi� BEEARING; WALL IX6 NAILER RAFTE 3-12d t0 NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16 " O.5.B. 1X8 NAILER I A.4-14 OR I/2" PLYd EVERY TRUSS BLK. ] - STOR' ' (G- AB LE) M N f MIJM WALL AND L AD E GONE. AM f N D A f /V, STUD R�U� I R1�N�� S.,-IF MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0" TO 01-09 4'-I1 1/2' -T'-11 1/2' AND UP NUM5r=R OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING LOT#56 PH#2 IMONOLITHIC BLOCK I DETAILS & � NOTES DATE: 9/25/03 SCALE: V41■1'-0' SHEET 2 OF A- # 1000 UFL IFT S IMPSOM MTS-12 W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UPLIFT (2)SIMP60M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/i 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -Russ FINISH g LANDING 3 BOND BEAM TRUSS ANCHOfR [DETAIL_ FRETROPIT 9" MIN. LESS THAN 10" REQUIRES P 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 FBC 2001 2R+IT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. 6' WIDE w NARROW END MIN. 11' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2X12 TREAD CUT TO FIT - 1X5 R15ER LESS THAN 4" TYP. I!/ BETWEENSPINDLES HANC 1/2" G i_ 1' NOSING TYP. � Q ct1 � r STAID SECTION DTAI ,5 � 1X2 PT.TOP OF BOX —- pBL. TOP PLATE 2X4 STUD 5P4 OR H-5 TOP PLATE TO STUDS 2'-0' ASV. 10'-0' LEVEL TO ROQF OR 2'-0' ASV. HIGHEST RIDGE WIITHIN T-0' "i/16' OR 6/32' O.S.B. ' W/-1/8' TEXTURED `' 10'-0' FINISHED OVER GALVINIZED METAL — --- — — — — — — — — — — — — — PAPER BACK LATH PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA' FRAMED CRICKET 1/16' OR 15/32' Wri/S' TEXTURE SIMPSON H-5 (MIN.) FINISHED OVER ® 2X4 TO TRUSS GALVINIZED ME PAPER BACK 1 PRE. ENG. TRUSS C 1 4 r �II E`T' IDE T A r L 6 2X4 5TM.PLATE SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS SECTION CRICKET 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" F I 36" MIN. FINISH STAIfR UUINIDR [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S$. — (2) 2X4 +'2 ND SYP DIAGONAIL BRACE— W/ 3-12d iv EA TRU56 ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIIRST 2 5AYS l2J Imd NAILa A END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' OSB SHEATHING USE 8d NAILS AT I �m �� 4' o_c. EDGE 4 (o' o_c. FIELD 2X6 PT. PLATEBOLT W/ 1/2'X9 A.B. COMMON (W/ 2' DIA. WASHERS) g 32" O.C. MAX. I/2" CLG. EsOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUS6 W/ (2) 12d a EA. TRUSS R-19 MIN. 1-S REBAR CONT. 2X4 5PF RAT ADJAG NT DI TO AGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' 3RACE DIVIDED EQUALY FROM CENTER TO ENE)) G�AE3L E ENID CF,,088 5RAC INS 1-STORE 2X4 6ECU5E TO 2X4 15LK W/2-12d _ SECURE T 5LK W/ META-16 2X4X�4' SECURE TO TRU93 W/ 3-12d 6'-W O.G. MAX TYP. m — � 2x4 BLit SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.C. MAX 1' - 0' 2'-0" 2' -011 EXTENSION a OFT SERVICE DR. N.T.S. METAL LATH 1/1(o" 055 OR TEXTURED/1(0" OSB OR 1/2' PLYWOOD FINISH 1/2" PLYWOOD lu1/ 1r)# 1=1=1 T W/ 15# FELT SIMPSON HETA-IS 2X(o (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) EXPANSION 2" MIN. JOINT OVERLAP CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TOR1' TWO STORY (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-126 a TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 5LOCKSHEATHING NG FIRST 2 RAYS \V AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' l/16' OSB 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 is 32' O.C. MAX SHEATHING NAILING TO BE 6'-8' C.C. IN FIELD 4' O.C.QALL EDGES W/8d NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S.B. — 1/2' CLG. BOARD-tRUSS0 4" o.c NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACI=NT TO DIAGONAL BRACE. Del.- TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 BTM. PLATE iUB-FLOOR MAILED HETA-IFS' FLR JST TO BLK � \\—FLR TRUSS 1-15 REBAR GONT. 0'-0" TO 30'-0' (1) 'X' BRAGE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRAGE m GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GALE END CF�,OSS 5RACINe 2=STORE' BAKERS CROSSING LOT#56 PH#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 9/25/03 SCALE: v�i'■I'-0' SHEET D 3 OF �- 2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE .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 51ZE.145 OR DRIVE PIN (MIN SHANK SIZE_I45 MIN HEAD SIZE .300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 11/49 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN HEAD SIZE 300 So IS' O.C. MAX. SPACING. O.C. MAX. MIN 1- 1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' 2 X 6: SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAP -SON O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR PRIME PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ASV. PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON • 1/4' 1/4' TEXTURED FINISH MIN HEAD SfZE 300 MIN EMBEDMENT I I/4') 16 HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 EMBEDMENT 1 1/4") S' FROM EACH END AND 18' MIN HEAD SIZE 300 �/8' TEXTURED FINISH WITHIN 8' OF EACH END 4 O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING 18' D.G. MAX. SPACING. S' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER I6' IN HIEGHTJ 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX_ MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHTJ 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 Z/16' 055 SHEATHING 2 X SOLID 5LK'G 0 ARCH SECURE to BLOCK -- I/2' DRYWALL MIN HEAD SIZE .300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE 8" CMU - I'X4" OR I'X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 2X4 BLOCKS RWITHIN GLUE 4 NAIL W/Sd'5 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPEC'5. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 15' CMU WALL MTL WDW FRAME MIN HEAD SIZE .300 DOOR CASING O.C. MAX. MIN 1- 1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 8' OF EACH END 4 NOTE: K NOTE: NO GAP w WDW FRAME 15' O.G. MAX. SPACING. DOOR JAMB SHIM NEEDED TO PLUU MB JAMB To EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4". D U I D �; I A C� W A� DETAIL 1(oII AND PER MANUFACTOR 5 DETAILS. - A fRG P UJA� IDTAIL C U$ A W A`/ '� �� J AME3 TC - � CC< 1 = 1 /2 II + 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 1/8" TEXTURED FINISH 8" FROM EACH END AND 15' MORE THAN SECURE 2 X RIP TO FIT �/16' 055 SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12dS 6'-8' O.C. MAX. SECURE THUR FRAME AND 16' HIEGHT. EXTEND 1-1/4' INTO BLOCK 2 X (o (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.CWHEN OVER 16' IN NIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16' IN HIEGHTJ 2 X SOLID BLK'G a ARCH MIN HEAD SIZE .300 1/2' DRYWALL MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/4"J 8 CMU- 1'X4' OR 1'X2" P.T. NAILER 8' FROM EACH END AND 10" REFER TO MANUFACTURING O.G. MAX. MIN 1-1/4" EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS. DETAILS FOR SPACING. - DOOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON r 2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK 5IZE.145 2X4 BLOCKS a WDW FRAME NOTE: NO GAP SHIM AS NEEDED MIN HEAD SIZE 300 TO EXCEED DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT 1 1/4') 1 "'� - _ CMU WALL DO NOT EXECED 1/4'. 8" FROM EACH END AND 18' O.C. MAX. MIN I-I/4' EMBEDMENT AR�T�W 5) I OOfP, J41"'*015 TO OC/ OfR / 4. AfP,,C�4WA`� [DETAIL l(oll AND UF NAILING SCHE17ULE ALL NOTES IN REFERENCE ROOF DIAPHRAM TO FLORIE:)A BUILEING USE 1/16' 0.59. OR 1/2' PLY WITH -B GUN NAL5 AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'B GUN NAILS AT 6' O.C. AT 1 r`� 2001 � /")C) INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 'B GUN NAILS • 4' D.C. SITE PLAN NOTES EXTHRIORSHEATHING USE 1/16' Ob.B. OR 1/2' PLY WITH -3 GUN NAIL8 AT 6' OL. AT PANEL SIDES AND -B GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 'B GUN NAILS AT 6' OL. AT 1) LOWEST SLAB AT LIVING 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 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 REQUIREMENTS ASV. 105' MEAN 6EA LEVEL_ CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SKIED AND SEALED SURVEY. SIZE HEAD LENGHT DIA TEN81L 5TR 3) LOT DRAINAGE SHALL CONFvKm TO ALL LOCAL CODE5, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 8d ROUNDMODIFIED 1 l/8' .113 1-10,000 OR T 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER 5Y5TEM5 TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 1/8' .128 m0000 -1 LAIVV�C.iHrIIVCi, IIGI�ICiHIIVIV, OCFI'm-", r_!C. 5HALL CONFOR-1 IV LOCAL- NOTE.- NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER. GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING w A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: P L U B I N G NOTE S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 1 V 1 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' DBL. TOP PLATE 6. INTERNAL PRESSURE CO -EFFICIENT CIS THRU -15 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATE B D5L. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE 601E BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. DBL. TOP PLATE 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE 6PECIFICATION5 FOR STRUTUR4L CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRE-551VE 5TRENGTH OF 2500 2X4 16' O.C. MAX. PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRAPE 40 GN l) ELECTRIC WATER HEATER SHALL HAVE A STANDBY L055 NOT TO 4. D£51LOADS 2X4 16' O.G. MAX. EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAIPTER I6 ROOF LIVE LOADS Gc 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCE55ORIE5, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X.4 A. ALL 5TRUCTUAL LUMBER SHALL BE R 5YP. ALL STUDS SHALL BE STUD GRADE OFF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-12d 10 A SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEE SHOP B. A/C PLATFORMS TO BE 3/4' DECKING. SEPAPLUMBING 6'-S' O.G. STAGGERED SECURE 2X4 CONTRACTOR SHALL ROv DE TWONEEIRED COPIES OF 'AS -BUILT' 6. TRUss£s TO WOOD W/2-12d v RISER DIAGRAMS AND PLAN LOCATIONS To OWNER 6'-8" O.C. STAGGERED A. PRE-ENGINEERED WOOD TIaJ5SE6 SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANOUT6 FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUB1'11T SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE -1 GARAGE DOOR RIDGE5. SECURE 2X4 W/2-3/16' TAPCONS A. ENGINEERED FOR 120 MPH WIND 93 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK SIZE.145 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. MIN HEAD SIZE 300 j;PC I I l� C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER _I/ SECURE 2X4 W/2-3/16' TAF CONS "�"" 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE S. ASPHALT SHINGLES MIN EMBEDMENT 1 1/4') 2001. OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 B. SHINGLE STANDARD A5TM p-225, UNDERLAYMENT TO BE ASTM p-226 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') FOU N CATION NOTES 1PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 155) ) ALL WATER CLOSETS SHALL BE WATER SAYING Ib GALLON FLUSH TYPE MIN. 2-12d PER SLK. EA. END EXCEED IS' O.CMAX. 1. FOUNDATION DESIGN BAS>=D ON 2000 P.S. MIN. ALLOWABLE D1=ARINC� BLOCK NOTES 1/2" PLYWOOD PRESSURE. OR 1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ 1/2' PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM 090 AND C145 AND SHALL MIN. 2-12d PER BLK. EA. END OR 7/16" O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR HAVE A NET AREA COMMPRE661VE 6TRENGHT OF IWO 1161. MORTAR T I C A R C H LUA� W/ W I D O WU 3. CONCRI=TE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MoRTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND LIES SHALL CONFORM t0 THE I 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR FOLLOWING: BARRIER OVER GLEAN WELL COMPACTED tERMItED TREATED SOIL. A. ASTM aa2 FOR JOINT REINFORCEMENT AND WIRE ANCHOR.. B. A5TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C_ A5TM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN (o'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE 5TAINLE55 STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS AA90. 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'x1/8' 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 3/5' 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 MA60NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-w5 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 30-5 RERAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR LAP A I. 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 FIN15H GRADE IN ACCORDANCE WITH A5TM A615, A616, A61i, OR A-TO6. 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE '' 7 2003 BAKERS CROSSING 56 PH#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 9/25/03 SCALE: U'4'■I'-0 SHEET D4of 4