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Home My WebLink About226 Clydesdale Cir 04-49 New SFHi • PERMIT ADDRESS SUBDIVISION 0;01 Z-o-e CONTRACTOR PERMIT LA _ �' DATE ADDRESS D R Horton PERMIT DESCRIPTION P. 6250 FIazeltine Nat'l Dr #102 Am AL ell Orlando, FL 32822 :(407)857M01 PERMIT VALUATION EZ3%a dava"o CBC 055300 PHONE NUMBER SQUARE FOOTAGE PROPERTY OWNER %3e;—�k ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE F d t7 t7i cn cn — a 9 I m� 3 { �tr r k. DESIGN CR,Iri'E]RIA: • 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 e 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 CC)NCRETE 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 FiBC, 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 IOPSF 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=-I- .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 SUBMI'.T 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 11 INDEX: PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 113 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 PEtR,,M1T#m,-Viw qj)ww, drhorton. com CBC055300 6250 Hazeltine National Drive Orlando, FL. 32822 TeR (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 o 11, ffic" II- U Ep 2 3 ZU0 BAKERS CROSSING LOT #71 '#21 HASE DATE: 9/17/03 S C ALE: I/4' a I'-®' SHEET C I OF A e a 14 SEP 2 3 No BAKERS CROSSING LOT #71 PHASE #2 MODEL: 9) 1 9 6 5 - R)) F.S./B.C. W-42) FOUNDATION PLAN DATE: 9 /1'7 /0 3 SCALE: I/4' ■ il.01 SHEET OF 1� 0 f� f� ml_� pl � M� --------------------------------,� I ■ 4'-4" L-8' l ice'-8° I ,7, w - FIT)MINT11/211MV U �Uml �Mll�ml 4 -all I �4 �t C1, �I- I c0 c� I N ■ N N I m ■ �t 1 I e c� 1 ---------------------------- I I f ■ ■ ■ ■ ■ 3'-all 1 -8 11'-0" I i ---------------- DOWEL PLAN ELEV. "F" ONLY BAKERS CROSSING LOT #71 PHASE # MODEL: 9)1965—R" F.S./B.C. 9 — 4" DOWEL PLAN DATE: 9 /1'7 /0 3 SC AT: I/4' ■ I'-0' SHEET IAOF 5 2 3 2003 AIIIIII BAKERS CROSSING LOT #71 PHASE #2 MODEL: 971065- R" F'.S./B.C. W-4)) LINTEL SCHEDULE DATE: 9/17/03 SCAT : 1/41=1'-0' SHEET I B of 5 , J . i BAKERS CROSSING LOT #71 'HASE #4, MODEL: 99 1 ^ 6 5 - R99 F.S./B.C. 9)_4)) WIND LO AD CALCULATIONS DATE: 9/17/03 SCALE: I/41■I'-01 SHEET i C or 5 1 MT. I - — — — — — — — — — — — — — — — — — vAULTED CLG ELEv. D, F ONLY ENTRY W/I -0 I � SIDELIGH I I _ W/1/2 ROUND ABv. / FLOOR PLAN ELEV."F"ONLY ----------- LIVING -- �m j ROOM MT.. 9'-4" GLG. _ (CARPET) W/1'-011 I SIDELIGHT I ENTRY = (2) 25-5H 211 4'-4° 10'-8" 4'-5" 4'-10" 20'-2" /oxro POST (3) TYP. ---------------------------- ENTRY ELEV. "' G" I_• IN n1 cI MEDIA RM ^I I �I 2'-4" � J ------------------- Q OPT. MEDIA ROOM sQ.FT. cALc.'s LIVING 50. FT. GARAGE 412 60. FT. ENTRY 22 5G2. FT, PATlO 54 SCE. FT. TOTAL 2455 SO. F-T. s (� l I <17 I�' Q� (2) 3-0 0 2 II 1�---------- (�) OPT. PANTRY EXTERIOR MASONRY WALL BRG. HEIGHTS 40' - 0" 2'-4" 12'-0" 1 PATIO 9'-0' x (o'-0' 8068 S.G.D. I /----------- EGRESS-- -- —1I Cx-SSS 01 )CID l BDRM. #41 u 9' 4" CLG. BDRM. 3 (CARPET) I I CLG. � (CARPET) , FAMILY I � cil cYl ROOM I I1'-4" 1 - (CARPET) I `�' I �to U N N 2 -5 —\--------- 14'-2° ----- n-- _ BF/11 42'A.F.F. HC.ACC. •� w 5-S 1 2 -g �,-0 5 _5l 2 -4 a' OPT. ATH z Cp BDRM. 2 CD U N LAY. (TILE) cn 9'-4" CLG. - J— U I u (CARPET) wQ ---TILE LINE---- -- — . I OPT. ----------- I I IR-ISN I I INSULATION T. = I f ----------� I I ARCOH OPENING W.I.C. 1� NI _ NOOK I �' �3 N Q / OPT. pC l I (K I C Q� - �'i FRENCH �2 -0 9'-4" CLG.I ^I ?6 I^ DOORS (TILE) 1 14 4 _ � 2 -2 9 E�ol 121-011N � KITCHEN m I N ,ca Igo I 9'-4" cLG. f--- -- �' 13'-1° (4I'1-011 - lu�i I I� - OWNER'S _ I z o I U, sric° OPT m I� I O.BAT - SUITE z ISLAND I ro O I ►Q� L-----1 I Ime (CARPET) (TILE) z 55 A.F.F. � L �JI � RANGE � I � ,ni �� n, 10 2 _o '� 2 4° lL 3' 4" L----- O_O cnw — — —I— Nv w DINING — — U _ ROOM m 3 v� _` \ 9 - 4 CLG. q �,, fA A/C R/A WN. (CARPET) — — iCOND.� II'-0' l_0, �- 0�� =I0 5'-411 14'-4' AL OFT. I I )FT. I -n rx-5�" W. II D. I I ATTIC; ACCESS , �i ----- W/ OPTIONAL ART NICHE `( E) PULL pN. STAIRS N N LIVING I D ROOM 4-0 5F IND THIS WALL NOT GARAGE N N 9' 4' CLG. I FOYER LOAD BRG. 9'-4" CLG. CCARPET) I g -4" CLG. ELEv. "F" LINE OF CLG. ELEV. D, E, F N i (Tl E) LINE OF CLG. ELEV. D, F `�' `p I = r MT. 13'-4" CLG. - — — — — — — — — — — — — — — — --- ELEV. D, E, F ENTRY TL VAULTED CLG ELEV. D, F ONLY W/1'-0' H.5. �SIDELIGHT 16'-O' X 1'-0' O.N. ELEVATION "D" ELEVATION 'DBE" 35 - SH W/ 50 "X;36 "X30" 54"X21Ilx19" TRAi�1S. ABv. TRANS. ABv. ELEVATION 'F' ELEVATION 'E' 50"X42"X15' 3(o-5H W/ TRAN6. ABv. 54"X16'X9' ELEVATION 'G' TRANS. ABv. 54"XI(o' ELEVATION "F" TRANS. ABv. (2) 25-SH W/ 5'-4" 9'-5" 2'-�" 2'-6" HALF RND. ABv. 5'=0" 20'-0" ELEVATION "G" " (2) 2ro-5H 40'-0" 6 OAIRCH e <1CHEN 0 ARCH C FAMILY RM. ------------- /\ k 0'-0" 1 \------------/ O OPT. ARCH OPENING ----------\ I ART NICHE @ FOYER ----------t -FV INS ------ I ----------/ O OPT. COAT CLOSET Cap FOYER J OFT.ROUNDED CORNER BM. BAKERS CROSSING LOT #71 PHASE #2 MODEL: 99 1965— R99 F.S./B.C. 9 — 499 FLOOR PLAN DATE: 9/08/03 SCAT : 1/41■1'-0' SHEET 2 OF 5 32 I ART NICHE @ FOYER ----------t -FV INS ------ I ----------/ O OPT. COAT CLOSET Cap FOYER J OFT.ROUNDED CORNER BM. BAKERS CROSSING LOT #71 PHASE #2 MODEL: 99 1965— R99 F.S./B.C. 9 — 499 FLOOR PLAN DATE: 9/08/03 SCAT : 1/41■1'-0' SHEET 2 OF 5 32 5LDG HT. 4 14'—O" BRG. Y I"L.1l... I L IN E 9'-4" 5RG. TEXTURED FINISH O'—O" FIN. FLR., BLDG HT.,L — 9'-4" BRG. O'-O" FIN. FLR. L { 19'-9" BLDG HT.12 6 �CRICIGE 91-4" BRG. i N 1-411 m� �� _ O'—O" FIN.. FLR. O'—O" FIN. FLFlu OFF —RIDGE VENT O'—O" FIN. FLR. 2'—O° TEXTURED J C FINISH OFF —RIDGE VENT IGHT ELEVATION Iro ROOF VENTS PER 9—I ED 55C Nnummilmom TEXTURED J FINISH 2'—O" 9'-4" BRG. O'—O" FIN. FLR. ELEVATION 19'-9" BLDG HT. ROOF VENTS PE:R 9-1 ED SBC 9'4" BRGc. ,,O'—O" FIN. FLR. IV BAKERS CROSSING LOT #71 PHASE h MODEL: 9) 1 ^ 6 5 - R" F.S./B.C. 9)_4)) ELEVATION D" DATE: 9 /17 /0 3 SCAT : 1/4101'-0' SHEET �3D o1F 5 SEP 2003 I 5 (2)META-llo CCU BG *GONNEGTOF,:15 TO E3E SIMFSON U.N.O. *TRU55 HANGER& TO BE SUF1IL IED 4 ENC�'U. EYT' TRUSS GO. *TRU55 TO E3L< 1 ETA-1& W/ 12 -106 *TRUa,5 TO WOOD 1" T5 -12 W/ 14 10ol x 1/2 " AIIIIII BAKERS CROSSING LOT #71 PHASE #21 MODE: 99 1 ^ 6 R99 F.S./B.C. 99-499 TRUSS PLAN " D>) ACCUSPAN DATE: 9 /17 /0 3 SCAT : 1/4'=1'-0' SHEET 4D or 5 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES n n IIOV OUTLET OF OUTLET IIfOV OUTLET LUI WIRED TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GFI INTERUPTER 220V OUTLET LU EXTERIOR GROUND FAULT GFI WATERPROOF OUTLET INTERUF'TER SWITCH 3 SWITCH 3-WAY OPER lt,4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT r 1 VAPOR PROOF VP LIGHT RECESSED \�l CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/LIGHT 5Q. FT. 0 0 0 0 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENr RAP AROUND LIGHT 2' FLOURECENT — — — — 4' FLOURECENT ® PANEL Eiiiim METER SMOKE BATT. BACK-UP O W/ HARDWIRE 5Z). DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C D ISCONNEC-T TV. TELEVISION JACK CEILING PDX REQUIRED TO CEILING BE SUPPORTED FAN/L IGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER P. WP. GoFI 7 5A I -I------------- FAMILY I BDRM.#4 I I �\ ROOM ❑❑PRE-WIRE�' " — — ` ' OPT. ~ ~ CLG. FAN1� CLG. FAN 5.0. BDRM . 3 f PRE - W I RE CLGc. FAN db � BATH GFI GFI .6, 1 ° G 0 o I NOOK r------------� I W.I.C. i LL� I SEC. I I SYS. 1 - 1 I ® (OX TOT / I F. 1 I \1 I 11 \ ® 1 L---J O.BAIYH --� (o4---(o�\\ / �F�oJ KITCHEN 1 / I _ GFI _ GFI � �J VPTAE / \ C 1-RE-WIRE FAN BDRM. #2 (� PRE -WIRE CLG. FAN \J \\ OWNER'S \ SUITE / M I PANEL GFI -,o — — 4411 A.F.F. £ Wk. IN — — DINING \1 SAFETY PAN ROOM ,� WALL MOUNTED LIGHT 4 SWITCH IN ATTIC _ _ _ _ rOPT , rOPT PRE -WIRE GFI ct-a FAN \ GARAGE 44° A.F.F. P>: \ CLCz. OUTLET 1/ II WP. �\ GFI MIE PE3 FOR CHIMES ------------------ -- ELEU"TRIC"AL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED 0HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. WP. GF I ICONp� METER FEILD VERIFY LOCATION 4/0 ALU. CABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARED T1'P• DISC. 200 200 AMP AMP. INSIDE MAIN PANEL 012 COPPER TO DISC. LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE UNDERGROUND* — SERVICE BY POWER CO. G, TO MAIN SEWER 04 COPPER TO 5/8° 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. KIT. I [b 3 ° V.T.R. -AV. 2° PLUMB"ING RIWISER DIAGRAM I I I I MEDIA RM/ ,-- I I 'IX /PRE -WIRE II G (� vCLG. FAN II I I I II I I I l ) ---------------------- OPT MEDIA ROOM 1 - 1 AIIIIII BAKERS CROSSING LOT #71 PHASE #21 MODEL: 99 1965— R99 F.S./B.C. 99— 4" ELECTRICAL PLAN l PLAN DATE: 9/17/03 SCALE: 1/41211-01 SHEET 5 OF 5 SEP 2 3 2003 �i �I- t. SP-4 Io" O.C./EA. STUD 2X4 pBL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" TOP PLATE 2X4 MID -WALL BLKG ANCHOR BOLTS AT 3' O.C. • BLKG 2" ABV. CON(. 6 "X6 " #10 W.W.M. 05 REBAR SET IN 2000 I /2 " X 9" A.B. 32 " O.G. 2X4 MID -WALL 1/2 ° XII 9" �,.8. 32 " O.C. PSI EPDXY 25" MIN. ABV. EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6" MIN. EMBEDMENT EMBEDMENT BLKG 1(o " O.C. MAX. 1(o " O.C. MAX. ro "x6" #10 W.W.M. II 6"x6" 010 W.W.M. 4PLATE 2X4 P.T. BT PLATE SP-4 l�" O.G./EA. STUD BT2X4 P.T. BT PLATE N SP-4 1(o" O.G./EA. STUDS , o ° (2) CONT. #5 RE BARS 1 1 _ 4 11 \ z_ u a ' I� 1'-4" I2-#5'S ON CHAIRS } GONG. SLAB 4„ 4" @ CON(. SLABT4� 1 _g 4„ z @ CONC. SLABZ74 4l' @ m r�i� O 2 #5's CONT. = 3 #5's CONT. — 2 #5'e CONT. @ TYP. RETROFIT FOR ALL 1 _0 TYP. WALL SECTION OMITTED FOUNDATION DOWELS `� WOOD FRAME FOOTING lA INTERIOR BEARING WALL fNTERIOR BEARING WALL INTERfOiz BEARING WALL/NO UPLIFT BLK. SINGLE STORY 2 1- 5TORY 2 3 1/2" HEAD OF GARAGE #5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS 3 1/2" E HEAD OF GARAGE (VARIES WITH SLOPE) �~ OF DOOR IF NEEDED) � 0 DIM VARIES �1 5/S" � OVARIES WITH SLOPE) � DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.G. -1 5/8" CURB II 6"X6" #10 W.W.M. -I 5/a" CURB II 6"X6" #10 W.W.M. CURB II 6"X(o" #10 W.W.M. MIN 6 EMBEDMENT \� - ONLY IF UPLIFT ON WALL ro"X6" #10 W.W.M. EXTEND 1 1/2 ° III MIN 6" EMMBEDMENT z [z II z II m 6 X6 10 W.W.M. - RECESS /2 } = O RS m y °� 2-#S'S ON CHAIRS m U °� (3-5'5 W/2-STORY) M M M 1 -4" o 0 0 SINGLE C3 5 S W/2 STOIRY) SINGL 4'� o o 8ll 4 �� - 1 _ g�� , STORY STORY 1� I 2 1515 ON CHAIRS _ I 3 #5 S ON CHAIRS I' -all 1'-a" TWO TWO TH (KEN EDC-E GARAGE CURB STOP IN51DE FTG. AT GARAGE STEP-UP STORY STORY INSIDE FTC. AT GARAGE STEP-UP GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 2-STORY BEARING WALL DOOR RECESS I -STORY BEARING WALL CONC_ SLAB OVER CLEAN, COMPACT TERMITE TREATED 3) # 5 RODS EA. WAY ON gll CMU � ( (3) 5 (3° COVER)L, (a MIL. VIS. VAPOR TOP CORD BLOCKING AT 4' 4 Z 6"X6" #10 W.W.M.O.C. MAX. IN FIRST 2 FRAMING GARAGE SLAB _ SPACES AT EACH END. � GRADE RAFTER OR TRUSS /SLIDING DOOR TRACK m I c0 m �� SLOPE CONC. �t �—«- ROOF SHEATHING m ,J ROOF SHEATHING LAYOUT �_ ' 2-_O' A 11/2 TO FRONT(1/4"-1/2") 9 1/2° I � \ CURB WALL a' LONG. DRIVEWAY v GARAGE - BEYOUND 0 0 o 3 #5's CONT. � I I _8 3 MIN. COVER AND ENDWALL BRACING FOR GABLE END FRAMIN G s Q z 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOR v �� 11 OPENING 2-STORY FOOTING BUILDING LENGTH I 1� II II II #86 GUN NAILS Q4" O.C. #8d GUN NAILS II II (I TOP 4 BOTTOM EDGES � (a" O.G. IN FIELD Lu POURED LENTIL TO BE II II Q —1 o . o' CONT. (TYP) II OUTSIDE BAR (D w ; - w #5 REBAR II II -� > `( , 2X WALL FRAMING II II 4 Q z z o (3) 1/2"XS" ANCHOR t3OLTS — — — _ —III CONTINUOUS z W z . 8" GMU FILLED or (3) I/2"X8" J-BOL-I"S — MIN. 6- EMBEDMENT — — — : : l'� O CELL (TYP.) :. ,�,. � U W/ 2 "X2 "X1/8 WASHER AND -0 O co _ T'TP. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP - BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP �4 @ ATTACHMENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLING. � � CORNERS . NOTE, (SLEEVED ANCHOR IN SOLID WHEN CLUED TO ROOF MEMBER POUR ACCEPTABLE RETROFIT) 2-#5's REBAR �@ 1 STORY 3-#5's REBAR � 2 STORY EDGES � 10a -12" IN FEILD TTP. EXTERIOR SHEATHING ATTACHMENT POURED LENTIL FOR SHEAR AND UPLIFT 0, CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED z PRE -CAST NDR. � XoEGARAGE DOOR k3UCK UJ/ ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM (3) 1/2"X8" ANCHOR BOLTS TIE TO HORZ. BARS � �1 0` �+oe U or (3 8" MIN. EMBEDMENT > 6l/2EMBEDMENT MIN. ' U 8" GMU FILLED W/ 2"X2"X1/a WASHER AND �— � HORZ. REINFORCING VERT. REINF. CELL (TYP.) �'� •, NUT SPADED EVENLY FROM 'lab GUN NAILS NOOK IN GROUTED FLOOR TO GARAGE DOOR DR OOR N. 12" O.C. IN FIELD 6" • ' IN JOINTS PRRIOR TO FILLING. li.l CELL 1-2X(o PT BLOCK a) CENTER OF Q [DOOR HEADER 111/(1) — (1) 1/2"X,5" ANCHOR BOLTS Z U CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS Z 0 FOR GROUT LIFT 6" EMBEDMENT - > 5 FT. UNLESS W/ 2"X2"X1/8 WASHER AND NUT HORZ. REINFORCING z p/ FOOTING DWL IS � 611 HOOK � Lu } NOT REQ'D. T�I'P. FLOOR DECKf NG j ATTACHMENT TO FLOOR JOIST HORIzONTAL/VERTICAL REINFORCING c{1 EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST 3AKERS ,ROSSINC LOT #71 HAS h MONOLITHIC BLOCK DETAILS 8c NOTES DATE: 9/17/03 SCALE: V4141-01 SEP 2 3 2003 SHEET DI or 4 2X4 SUB -BAND CHASE CxROVES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB-BANp FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN 2XCHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING o SUB -BAND � FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND e FEILD SUB-BAND ALOMA WOODS LAKE KEHOE,CYPRESS HEAD LAKE KENoE,cYPRESS NEAP 4'-0" O.C. MAX METAL LATH -- WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS "—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES ASPHALT SHINGLES, WRAPPED WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR -1/0" TEXTURED OVER FELT R-19 INSULATION METAL DRIP EDGE 7/lo" OSB SHEATHING 1/2' PLYWOOD FINISH #15 1/lo" OSB. SHEATHING FIBERGLASS SHINGLES __ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT OR 1/2' PLY. ON #15 FELT OVERPURR HURRICANE STRAPS 7/10 OSB. SHEATHING 3/4" T 4 G PLYWOOD 2X4(CONTJ (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. f ROOF TRUSSES TO BE GLUED FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. FOR PROPER 24' O.C. 4 NAILED METAL DRIP EDGE 2X4 DOUBLE PLATE (TYPJ 2X4 SPF STIFFBACK AT BRACING HETA-lo O (1/*5 CONT. LL UPRIGHTS OVER 4'-10" EMBEDDED ALUM. FINISHED VENTED SOFFIT SILL LINTEL STRAP IX2 PURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT[u 1/2" CLG BOARD d TEXT. 7/8" TEXTURED FINISH 5" LINTEL BLOCK FILLED ° ° T 1/2" DRYWALL ALUM. WINDOW OVER #1FELT OVER SEE FLRJELEV FOR DES. WOOD BASE (TYP.) �/16" O.S.B. SHEATHING CMU'S TEXTURED R-19 INSULATION PRE -CAST LINTEL I/S"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR I/2" PLY. �- FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 7/lo" OSB SHEATHING OR 1/2" PLY. mwj�( SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" 0 \ FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 1/2" CLG. BOARD TEXT. PRE -CAST SILL " 2X4 RE-FORCEMENT (CONTJ SEE FRAME PLANS TO DBL TOP PLATE W/ TWO STO�� 1/2DRYWALL FOR JOIST TYPE SIMPSON HTC-4 32 O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24' O.C. MAX TRUSS S" CMU R-4.2 INSULATION v (1)#5 CONT. FOR PLAN IX2 P.T. FURRING STRIPS HETA- to IX2 FURRING STRIPS BAND D E TA I L- FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH I/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL S" LINTEL BLOCK FILLED 1/2" DRYWAL374 L /lo" OSB SHEATHING WOOD BASE (TYPJ U Q PRE -CAST LINTEL OR 1�� FLY. LT UNDER PRE-FAB TRUSS z ALUM. WINDOW "Xo " 010 W.W.M. FLOOR JOIST/ U OR FIBER MESH SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. ° RPRE-CAST SILL EINFORCEMENT SEE FRAME PLANS SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE CONC. SLAB OVER CLEAN, FOR JOIST TYPE HETA-lo",w 32" O. C. MAX 1/2 CLG. BOARD 4 TEXT � z 1z COMPACT,TERMITE TREATED p 1/2° DRIWALL �u z w SOIL OVER o MIL VIS. VAPOR (I)s CONT. 0 -Y O 1'-4° 2 05 CONT. S" CMU # S" LINTEL BLOCK 2X4 WOOD STUDS BARRIER,W/oXo 10 WWM (FILLED) IX2 FURRING STRIPS U m 2X4 CONT. STRESS U TEXTURED FINISH 1/4' BLOCK NG MID -WALL �I(" O.G. WOOD BASE (TYPJ ° ° PRE -CAST LINTEL - 1/2" DRYWALL o w \ 2X4 PT. PLATE �SP- 4 32 " O.G. @ STUD 1/2 "X9" A.B. 32 " O.G. ALUM. WINDOW ( FLR./ELEV FOR DES.(WHENHEN UPLIFT; EMBEDMENT o" T�I'P. WALL SECTION SEE -_' � � SILL BL_K. 1= STORM' ° ° „ „ # WOOD BASE CTYPJ xo 10 W.W.M. - CONC. SLAB z = OR FIBER MESH PRE -CAST SILL CONC. SLAB I 4" 4" 2 5 s CONT. 3 #5 s CONT RE INFORCEMENI' # - I'-4" m 0 = 0 I'-8" Sll CMU o MIL Vf5 1- STORi' U m U � VAPOR BARRIER INTERIOR BE,4RING WALLTEXTURED FINISH 1/4" ASPHALT SHINGLES OVER T"P. WAL_ L_ SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY # FELT ON O.S.B. 2 O 6n. co DO NOT INSTALL CONNECTORS. SHEATHING 1/2ATHING OR I/2" PLY 2 "X4" BLOCKING 2 - STOR,I' FIRST TWO BAYS z Qf( METAL DRIP EDGE 4'-0' O.G. MAX Xo0 W.W.M. 2X4 DBL TOP PLATE 6 "" #1 2X4 SUB-BANp v O OR FIBER MESH CHASE GROVES,WAYERLEE WOODS SEE TRUSS ENG. L � RE INFORGEMENT FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS _ ut z w 2Xo SUB -BAND a .LAKE KEHOE,CYPRESS HEAD BRACING (SEE TRUSS PLAN) } - } (3) #5's CONT. ALOMA WOODS i24" O.C.TRUSSES DBL. TOP PLATE `' OU m (J 1/2' DRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS Ff RST FLOOR BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FRAI„I� ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) 2X4 to " O.C. MAX -i/S" TEXTURED FINISH HEADER (SEE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS -I/Iro" O.S.B. SHEATHING 2X4 PT. OR I/2" PLY. 2"X4" NAILER; CONT, 1/2" CLG. BOARD TEXT. TEXTURED FINISH BT. PLATE (2) LAYERS /lo SF 32" O.G. STUD 2X4 DBL. TOP PLATE ON GALV'D. METALL__-A 1/2" X g" A.B W/ O.S.B-SECURE EA, LAYER LATH OVER Ty MIN. o EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 8d,s 8"-12" (D.C. -� HDR. STUDS)/JACK(S) 1/2" DRYWWAL - OF #15 FELT ':''� 2" DIA. WASHER 1/2 X9 ANCHOR BOLTS MAX. 32" O.G. MAX MIN. o" EMBEDMENT 2X4 WOOD STUDS I/2" X 9" A.B OR J-BOLT LSTA 12 #5 REBAR CONT. W/2" DIA. AT 32" O. C. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS ')lro" O.C_ �.;.,;. r� 32 O.GMAX STUD TO HDR. KING STUD(S) SP-4 BLOCKING MID -WALL SECURE TRUSS TO 2Xo W/ , Af.�• N. v.. 12d TOP 4 BOTTOM) •� CONC. FILLED LINTEL 3/4II T4G 5UBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROD GLUED NAILED 4" O. C. @ EDGE O. C. a IN FEILD d. FLR. JST. SIZE SEE FRAME PLAN ':��•� a' CMU ;., •� •. TEXTURE FINISH IX2 P.T_ FURRING STRIPS SHEATHING OVER 2X4 , ,.• R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2' CLG. BOARD 4 TEXT. 1/2" [DRYWALL — — — — — — — — — — — — let FLR. STUD 2X4 DBL._ TOP PLATE 1,000D 1=RA1„« TO BL-K. ----IT---- ----F MSTA-36 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS N WOOD BASE I I I I I I 2X4 CONT. STRESS (o" O.C. 111 HiI II II BLOCKING MID -WALL I I I I I I NAIL PER SCHEDULE/ 2X4 PT. PLATE 0 >7 = I I I I I I E30LT PER FND. PLAN SP-4 32" O.C. STUD —� 1/2"X9" A.B. 32" O.C. c� Z MIN. EMBEDMENT o Ilx/ II #10 W.W.M. o -� z_ KJ � y- 0 o OR FIBER MESH CONC. SLAB 4„ 4„ 2X8 RIDGE } 3 #5's CONT. 2x4 COLLAR TIE 0 Z REINFORCEMENT T�I'P EXTERIOR OPENING IN FRAI"fE EVERY OTHER RAFTER u } } Lu 2Xo RAFTS O �V N U UU } 2 #5 CONT. U c� T,I-F. WALL_ SECTION 1� 2 - STOR,1' 2-12d EVERY TRUSS IN3-126 RAFTS TERIOR BEARING WALL 1Xo NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. -i/lo" O.S.B. IX8 MAILER OR 1/2" PLY. 2-12d EVERY TRUSS BL_K_ 1-SToR"r (GABLE) MfNIML M WALL AND HEADED STIEDQIIMNS CONY. FRAMING DETAIL=/VAL= "'r P 2 '200 MAXIMUM HEADER SPAN (Ft.) UP TO 5'—ID" TO g,_m. 4'-II 1/2' -T'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 BAKERS CROSSING LOT #71 PHASE #2 MONOLITHIC BLOCK DETAILS & l NOTES DATE: 9/1"7/03 SCALE: V4NMI 1-01 SHEET D 2 OF 4 { iv 1000 UFL_ IFS" SIMP5OM MT5-12 W/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT ` POURED LINTEL 2000 UFL IFS" (2)51MP50M MTS-12 ONE EA. SIDE OF TRUSS OPPOSITE 51DE OF BLOCK W -1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL i TAP CONS MIN. 2" COVER 2 " APART 3/4' PLYWOOD TO FBC 2001 .. 2R+1T=24" 3/16" MAX. VARIATION IN RI5ER5/TREAD5 ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY WINDERS- MIN. 6' WIDE a NARROW END MIN. W WIDTH 6) 12' FROM NARROW END 34' MIN. HANDRAIL HGT. Y k, {. E l' IX2 PT.TOP OF BOX DBL. TOP PLATE 2X4 STUD ` ; w l/16' OR 15/32' O.S.B. $ f W/1/8' TEXTURED FINISHED OVER GALVINIZED METAL — — — ' PAPER BACK LATH 2XI2 TREAD CUT TO IFIT - IX8 RISER LESS THAN 4- TYP, BETWEEN SPINDLES SP4 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGEWITHIN 2'-0' 10' - 0" FRAMED CRICKET 5IMP60N H-5 (MIN.) 9 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 BTM. PLATE -RU55 FINISH LANDING 3 BOND BEAM HANG 1/2' D 1X1 I" NOSING TYP. Q m � 5T/4ffP, SECTION [:)T?4 f S C,4I�INE�' DETAII-5 SIMP50N H-5 (MIN.) a 2X4 TO TRUSS 5E CT I ON PRE. ENG. TRUS IX2 PT.TOP OF I DBL. TOP PLA" 1/16' OR 15/32' W/ T/8' TEXTUREI FINISHED OVER GALVINIZED ME PAPER BACK I. CRICKET FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" MIN. FINISH �I UJIN [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S.B. — (2) 2X4 "2 ND SYP DIAGONAIL BRACE / W/ 3-12d g FA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10cl NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL. UPRIGHTS OVER ,4'-10' l/Iro' OZ5 SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' c.c. FIFLD 2X6 Pt. PLATE BOLT W/ I/2"X9 A.B. COMMOM (W/ 2' G� IA. WASHERS) g 32' O.C. MAX. 1/2' CLG. BOARD TRUSS 24" o.c. TRUSS WNC2R2d mUEA 0RUSS R59LMINON I-N5 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' To 30'-0" (1) 'X' 5RACE 30'-1" TO 60'-0' (3) 'X' BRAGS (I 'X' 5RACE CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM GENTER TO END) ,4LE ENID GRC,55 5FACIN 1=,5T0 "' 1/2" PLTWO U1/ 15# FELT 51MP501 HETA-14 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TQ BLK W/ META-16 F — — 2X4X4' SECURE TO TRUSS W/ 3-12d W -8' O.C. MAX TYP. m — r 2x4 BLK SECURE THRU TRUSS W/3-12ds ENG'D TRLLSS 24' O.C. MAX I'-0° 2'-0" 2'-0" EXTEN&ION e OFT eESVICE IDS -IETAL LATH rEXTURED FINISH )X& (CONT.) 2X4 (CONT.) XPAN51ON JOINT CMU' 5 TEXTURED FINISH TWO 5TORI 055 OR 1/2" PLTWOOD UJ/ 15# FELT 2X6 (CONT.) 2X FLOOR J015T 2X4 (CONT.) 2" MIN. OVERLAP CAULK 51MPSON HETA-10 CMU'S TEXTURED FINE 5H TWO 5TOiR1' FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER ♦ 15 FELT ON 7/16' O.S.B. — (2) 2X4 *2 ND SYP DIAGONAIL BRACE / W/ 3-12d ®EA TRUSS (DIAGONAIL BRAcE ✓/ TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS G AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16" OSB SHEATHING USE Sd NAILS AT 4" O.C. EDGE 4 (0' O.C. FIELD 2X4 W/ 3/8' X 5 LAG OR 51MR50N HTC-4 s 32' O.G. MAX. SHEATHING NAILING TO BE IN FIELD 4' O.C.®ALL EDGES 11J/8d NAILS �_CM 1/2' CI-G. BOARD TROUSSM24OM' O_c. NAIL GONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d � EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTT1. PLATE �uB-FLooR VAILED HFTA-16' FLR JST TO BLK \\--FLR TRUSS 1-05 RF5AR CONT. 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-1' TO (o0'-0" (3) 'X' 5RACE ( I 'X' BRACE a GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) �AE3LE EN1D CfROSS 5RACINS 2 = STOfR% " BAKERS CROSSING LOT #71 PHASE #� MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 9/17/03 sCAZE: 1/4'=1'-®' SHEET D 3 OF' A. SEEP 2 2003 .k' Y 1 A -- - --- --- _ _ - --- l -- -- - ---- - -- ---- - -- - ----- - 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2X4: 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/fib TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') .300 MIN EMBEDMENT I I/41) OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END 4 5'FROM EACH END AND Ia' PRECAST HEADER(MIN) MIN HEAP SIZE 300 18' O.C. MAX. SPACING. O.C. MAX. MIN I-1/4' EMBEDMENT MIN EMBEDMENT 11/4") 8' FROM EACH END AND 18' 2 X 6: SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/Iro TAPCON D.G. MAX_ MIN 1-1/4" EMBEDMENT W/2-3/16' TAPCON5 OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ABV. PIN (MIN SHANK 5I7E.145 MIN HEAD SIZE 300 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON I/4' TEXTURED FINISH MIN HEAD SIZE .300 MIN EMBEDMENT 11/4') 16' HIEGHT. OR DRIVE PIN (MIN SHANK 81ZE.145 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' MIN HEAD SIZE 300/8' TEXTURED FINISH WITHIN 8" OF EACH END 4 O_C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4'J 7/16' OSB SHEATHING IS" O.G. MAX. SPACING. 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 O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 x 8: OR DRIVE PIN (MIN SHANK 51ZE.145 1/lro" OSB SHEATHING 2 G X SOLID BLK'g ARCH SECURE TO BLOCK --1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE 8' CMU-- 1"X4' OR I"X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 4 NAIL W/8d'S 8"-12' O.G. ATTACHMENT PER MANUFACTOR'S SPEC'S. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' MTL WDW FRAME MIN HEAD 51ZE 300 DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: NOTE: NO GAP m WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED 1/4' t0 2 X p0 NOT EXECED 1/4". 1 A 1�C H JJ A"r [DT A I � I (oII AND LN ED PERMATTAC PER` MANUFACTOR'S DETAILS. - � �� DETAIL � � � � � � � �Oo� J/4 I5 TO 1 - j E3LOC< 1 - I/2 11 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 A PRECAST HEApER(MIN) MIN HEAD SIZE .300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 1 7/8' TEXTURED FINISH 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT 1/16 OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12d6 ro'-8' O.G. MAX. SECURE THUR FRAME AND 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16' HIEGHT. 2 X 4 16' O.C. MAXIWHEN OVER 16" IN HIEGHT.) EXTEND 1-1/4' INTO BLOCK W/3/16' TAPCON5 OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) PIN (MIN 5 MIN HEAD SIZE 300 2 X SOLID BLKG ARCH E 30 MIN HEAD SIZE 300 EA MIN EMBEDMENT 1 1/4") •-I/2" DRYWALL MIN EMBEDMENT 1 1/4'J SECURE W/2-12d EACH END 8' cMU - REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFAGTOR'S SPECS. DETAILS FOR SPACING. DOOR CASING 2 X 8 (MIN X 3) 2 TAPGON 2 X 4 16' D.C. MAX.(WHEN OVER 16" IN HIEGHT.) MTL WDW FRAME N (MIN SHANK SIZE.145 OR DRIVE PI SHANK 2X4 BLOCKS •NOTE: NO GAP 10 WDW FRAME TO EXCEED 1/4' DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") -- CMU WALL DO NOT EXECED 1/4'. EACH END AND 18' O.C..C.MIN 1-1/4' EMBEDMENT MAX.MA A1RG�UJA� � IDTAL CUTAWA� DOC XII I JTO II I 5LOC< 3/4 O� 5/4 AFCHUJA� tDTAIL 1(oII AND if= NAILING SCHEDULE ALL NOTES IN REFERENCE ROOFDIAPHRAM TO FLDRIDA BUILDING USE 'IA&' 0.5.15. OR 1/2' PLY WITH -5 GUN NAILS AT 4' O.C. AT _ SUPPORTED PANEL EDGES AND '8 GUN NAILS AT 6' OTC. AT C) C /� D E O O, INTERIEDIATE SUPPORTS. ALSO SEE DETAIL. ` ROOF SHEATHING TO GABLE END FRAME - - USE '8 CAN NAILS • 4' O.C. SITE PLAN NOTES EXTERIOR SHEATHING USE 1A6' OBB. OR 1/2' PLY WITH 08 GUN NAILS AT 6' OL. AT PANEL SIDES AND -8 GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND -8 GUN NAILS AT 6' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTERIEDIATE SUPPORTS. ALSO SEE DETAIL. NOTE: GUN NAILS SHALL BE PERMITTED AS AN CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERU15E NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR ELEVATION *I ^ I� R-QI I lfREME IT-5 I A l.F I �l ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. 51ZE HEAD LE HT DIA. TEN51L 5TR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 8d ROUND,MODIFIED 1 1/8' .113 110)d00 OR T 4) ALL ON-51TE DRAINAGE SHALL BE DIRECTED BY SWALES 106 2 1/8' 128 110lD00 OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. - - _-- ✓/ LFVVVOI.NI-IIVl3, IlililLiMl IVI\, pGlq-III`{Ci, GIG... Ot1NLL 4V1\T'VRI'I I V LVI..NL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CopES, REGULATIONS ANp RESTRICTIONS HAVING JURISDICTIONS AND 5TAPLENAIL 4 TOOL ASSOCIATION AS 5ELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE F'ERNIITTED SEPARATELY BY ENGINEERED 5HOP DRAWINGS. I. DESIGN AND LOADING _ w C A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: P L U B I N G NOTE S - 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 7 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. S. WIND EXPOSURE '5' DBL. TOP PLATE - -' - 6 . INTERNAL PRESSURE GO -EFFICIENT +18 THRJ -IS _ 2) WATER LINES SHALL BE CPYG. DBL. TOP PLATE DBL_ TOP PLATE 2. SOIL 3) GONDENSAT3= LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DE5fdfA 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX- B 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 SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. - B ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS 6) HOSE 5155 TO BE PROVIDED WITH BACKFLOW PREVENTER. 2X4 1(o' O.C. MAX. C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSE NOT TO 2X4 Iro' O_G. MAX. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 19, EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCE550RIE5, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE W2 SYP. ALL STUDS SHALL BE STUD GRADE SPF. SECURE 2X4 (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 8) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-12d SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS To BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. (o'-8' O.G. STAGGERED SECURE 2X4 6. TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TO WOOD W/2-12d RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN. ACCORDANCE WITH 6'-8' O.C. STAGGERED FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE TRU55 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. Ill No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCON5 A. ENGINEERED FOR 120 MPH WIND ®3 SEC, GUST. 12) 51ZE 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 GODS CURRENT EDITION. �RC I I I I I C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAP SIZE 300 SECURE 2X4 W/2-3/1(o' TAPCON5 1�l�.lJ 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001. WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 B. SHINGLE STANDARD A5TM D-225, UNDERLAYMENT TO BE ASTM D-226 EXCEED 18' O.C.1"IAX. MIN EMBEDMENT 1 1/4') 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EOUNDATION NOTES 2X4 SOLID BLOCKING WITHIN 8' OF EACH END NOT TO 15) ALL WATER CLOSETS SHALL BE WATER SAVING 116 GALLON FLUSH TYPE SECURE TO SHEATHING W/ EXCEED IS' O.C.MAX. I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES MIN_ 2-12d PER BLK. EA. END I/2 PLYWOOD PRESSURE. OR 1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. GOINGIRFETFE 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 C90 AND C145 AND SHALL MIN. 2-126 PER BLK EA_ END OR '1/16' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMFRE551VE STRENGHT OF 1900 PSI. MORTAR I I I X T fRI O R A RC � !J A� W /!J If N D IOW 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL ACCESSORIES AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES 6HALL CONFORM TO THE I� 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TERMIITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. A5TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE "5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN 6". TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS of ASIM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 61PE= OF ALL WOOD MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 11/2'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 3/8' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA 15UILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, J GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-"5 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' D.C. 3"-5 REBAR 2-6TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR_ LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BARS. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. 10. FINISH SLAB TO E3E 8' ABv. FINISH GRADE SEP 2 3 BAKERS CROSSING LOT #71 PHASE #21 MONOLITHIC BLOCK DETAILS NOTES mommmmoo 14 DATE: 9/17/03 SHEET D4OF' 4