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Home My WebLink About235 Clydesdale Cir 04-354PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr' #102 Orlando, FL 32822 ,(407)85779.101 . CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE s SUBDIVISION PERMIT #� DATE O 1 PERMIT DESCRIPTION �. PERMIT VALUATION 1 C) t &OA SQUARE FOOTAGE I., d �3 il r 1' y DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" 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 C 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=+ .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 CI —COVER PAGE. PG 1—FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 1B—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" PG 313-ELEVATION"B" PG 4A-TRUSS PLAN"A" PG 413-TRUSS PLAN"B" PG 5-ELECTRICAL PLAN PG 6 OPTIONS PAGE PG 6A OPTIONS PAGE PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MICS DETAILS PG D4—MICS DETAILS 4 w'*4"u)w. drhorton. com CBC055300 6250 Hazem.0tinem.. National Drive Orlando, FL. 32822 Te1= (407) 857-9101 Fax: (407) 857-9228 Is D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT DAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PERMIT bq-35-91 j T 0 2003 BAKERS CROSSING ILOT #66 PHASE #2 MODEL: 992289 - L99 BLOCK 9'4"BRG COVER PAGE DATE: 9/26/03 SCATAM: 1/4101'-®' SHEET C1 oir 6 J DOWEL LAYOUT 4'-0" 18'-I" 12'-0" 2 _5 „ 2'-10" „ 21'-0" , -� - 4 1/2 " 8'-2" ,4'-4" w - O 3 1/2" CONG. SLAB u W/ DOOR OPTION - 0- /Jj -- 23'-2" I"o'-1011 —1 2ND STORY FTC 1-5TORY FTC 3 _3 1/2" CONC. SLAB qo4—F, 10 �13 D 1 I REG. 3/4 ° 4 I 01/ ° } EXTEND SLAE3I D1 0 1-1/2 " W/OPT. DOOR 9'-2" I 14'-O" 1�'-1D" I ■ CENTER OF 2X4 WALL I I I 2A 0'-0" ELEV. D1 FIN. CON(. SLAB I � I I 13 SECESS Ln HOWE_R I D I N =l DI -3 1/2" `--- -—I----------- I I ■ 12'-5" 1'-9" 4'-T 21'-3" uw I �� a Q �pQ WLa — y IL w[QQ � r— a I L" X IOP . I I OPT. I �l>'JC,' z d) w-} I Q _ W. w 0 ■ I ��•} } U z U I I I OPT. 5 ° o �„ m z m I = L II ISLAND J u l Nz 4Q I X�co oz I I �— — ANGr= 3' ■ , ,�-, ' I �� D1 W II R-- I ■ OFT. m -3 1/2° — I REF. I II WN. IN L—=J u—L =--I — - `GOND. SAFE 8 PAN -211 ■ REG. 3/4" 4 I I STEM CHASE DN. EXTEND SLAB FROM 2X4 WALL i 1-1/2 " LJ/OPT. I " D1 DOOR �' `'TYP. C m I � I D1 DI ca �" �► 4 Q ® _ � 3 1/2" CONG. REINFORCED m � _ 24"X24"X12" W/(o"X6 #10/10 WWM ON ro MIL. I ■ � I N p GONG. PAD I VAPOR HARRIER ON WELL -COMPACTED z p W/3-#5 BARS E.W. CLEAN TERMITE TREATED FILL OR QL O N CON CHAIRS) APPROVED SUBSTITUTE, r' MIN. 3" COVER �A = (RECRUIT = SYSTEM) m I u SA D1 p 0'-0" ELEV. D1 I FIN. GONG. SLAB EXTEND — SLAH 1 1/2 S 11 m pi D1 I D1 D1 L -- TYP. ■ ■ ■ 3 1/2" ■ `� e ■ ■ SL AH - 3 /2 " 24"X24"X12" CON(. PAD W/3 - #5 BARS E.W. 1 -4 2 -4 (ON CHAIRS) MIN. 3" COVER (2) TYP. II' -8" 9' -4" 13' - 0" 40' - 0" �mill mp @ j .Ri 0 ME BAKERS CROSSING LOT #66 MO DIELe 992289- L99 BLOCK 9'4"BRG FOUNDATION DOWEL P LAN DATE: 9/26/03 SC AT 1/4' ■ 11-®' SHEET I OF 6 BAKERS CROSSING LOT #66 PHASE #21 MODEL-4 99 2 2 B ^ - L99 BLOCK 9' ` " B R G LINTEL SCHEDULE MEMO DATE: 9 /26 /03 SC AT 1/4111'-0' SKEET lAor 6 CROSSING SOT #66 FiAS E #21 MODEL: 79 2 ^ 8 ^ - L" BLOCK 9'4"BRG WIND LOAD CALCULATIONS DATE: 9/26/03 SCALE: 1%4NEI'-®' SHEET I B OF 6 �01 - - 0 141-011 9 -4 8 -4 12 -6 CONC. SLAB PATIO W/ DOOR OPT. ---- 9'-0" X 6'-0" �Q�%fto ii `� EGRESS EGRESS 806 8 S_G.D — — '�--------00 M } 1H3-SH o ° � GDO 1 OWNER'S FAMILY I ° Q I SUITE ROOM YAU!_TED CLG. O.BATH I I = (CARPET) (CARPET) - 8'-(d' I u n i n I N 31 -8 21 -6 2 -10 14'-4" 13'-5" 3'-3" I I Q I 2-0 BF. m I 4-6H I m -A r 00 ,co m �, KITCHEN N IN I �' `� VAULTED CLG. W.I.C. 5'-0" CLG- r---ir---11'-2" (CARPET) I I OPT. I I OPT. i G. 5 4' -0" 3' -1" L� z l D. II W. I 1/2 �I IL L--JL--J BATH �m r OPT -1 Q — (� I I LAV. a, 0. ISLAND 8 _ 5 5 �o a ° CLC�. IR-ISN L — — — — m LAUN. DROP CLCc. _ U14 a'-0" CLG. '8 I � OFT.-1 F- Q O IcoND. IT — \`/ z �� I DINING = ROOM 100 VAULTED CLG. m L- — — — (CARPET) OPT. 2 -a10, DOOR W/ 77 CONC. PAD it - GARAGE � - 8'-0" CLG- cn m CV 00 r RAILING ' LIVING FOYER i ROOM I VAULTED CLG. (CARPET) ol MT. TEMPI LINE OF 2 ND. FLR. ABOVE — — — W/12" SIDELITE 0 16'-0" X 7'-0" O.H. W/36" HALF ' RND ABOVE N — — — — — — — — — — — — — — — — — — — * ° ELEV, A W/52"X30° (ELEV.-A) _ TRANS ABV. (2) 26-SH ELEV, B �:ii: W/ARCHED TOP 2'-4" (ELEV.-5) 1I'-8" 40'-0" AV IST. FLOOR PLAN MIRROR` Q cq c0 61 CV N MIRR. O OWNERS BATH O 1/2 BATH MIRROR s� ® HALL BATH 1H3-SH O OPT. BATH s�YT. CALL. s �I�IN C15TJ l=1YIN C2NfDJ TOT. L f VING ENTR" GARAGE 1312 1312 2204 32 415 50. SCE, 50, 50, SQ. FT. FTC 1=T, rT. FT. PATIO E�4 Sa, FT, TOTAL 2 1 85 SQ. 1-T. '0 a 0� 2) 3/4" PLYWOOD RIPS (IF NEEDED FOR SOLID NAILING) 12" LVL (3) 2 X 12 SYP STRINGERS 3/4" T 4G 2 X 4 RE-INFORCING UPPER RUN SUB FLOOR EA. 2 X 12 STRINGER SERCURE W/12d 6"-8" OC GLUED4NAILED 15R a 1.42' 3/4 KICK PLATE 14T a 10" (2) 3/4" LYWOOD RIPS (IF NEEDED FOR 11 1/4" TREAD SOLID NAILING) GLUED 4 NAILED. 2'@ EA.R2 XI 12 RIINNC ER 3/4" TAG SERCURE W/12d 6"-8" O.G. SUB FLOOR GLUED�NA(LE� (3) 2 X 12 SYP STRINGERS LOWER RUN MIDDLE RUN (3) 2 X 12 SYP STRINGERS 4 X 4 2 X 4 RE - INFORC ING POST EA. 2 X 12 STRINGER :: SERCURE W/126 6"-8" O.C. 2 X 4 PLATE STAIR DETAIL 23'-4" W-loll 3'-2" 305 -SH 3050-SH EGRESS EGRESS BDRM. 3 BDRM. 2 8'-0" (CARPET) `�' (CARPET) lu 3" 3'-4" 2'-2" 2'-10" 3'_6" 3'-8" 3'-2" 4'-5" 4-0 BF. 4-6H IR-ISN 2_� BF AC 2X6 CHASE HALL ?8 BATH 5'-0' CLIS. 3 ,�,� R W..C. I� OPT. LAV. LAV. A G 12A TIC O LAGGESS 0 0 0 0 2X6 RAG 4'-9" II II OPTIONAL II LOFT z BDRM. 5 I I VAULTED CLG. 0 VAULTED CLG. I I (CARPET) - (CARPET) II \ W.I.C. N �I IR-1sH BDRM. 4 1R-lSH VAULTED CLG. (CARPET) W.I.C. (2) 26-SH (2) 3050-8H W/ pi I W/ARCHED TOP �6 (2) 050- 8) W/ EGRESS 9'-10" 5'-10" 13'-10'" *-1 I � I N inn. FLOOR PLAN — — — — — — — — — — — — BAKERS CROSSING LOT #66 PHASE #21 MODEL: 992289— L99 BLOCK 99 499 BID-\1G 1ST. FLR. 2 ND. FLR. PLAN DATE: 9/26/03 SC AT: I/�•� ■ I' -0° SHEET 2 OF 6 3AKERS ROBBING PHASE #2 MODEL: 992289 - L99 BLOCK 99 499 BRC ELEVATION „B„ DATE: 9 /2 6 7 SC AT: I/41s I'-®' SHEET 3 B OF 6 HTS-20 II II II I II II k E31 A L L LA II II II I II II PT5 - 00 -2 -0 E31 K <A 51 Al 00 81 00 00 1ST FLR STUDTO 51 2NQ FLR STUD All olo M6TA-36 32" O.C. 00 00 A 122 X 36 1 ATTIC I ACCESS 51 p AIA 00 00 00 51 AIA 51 AIA E31 AIA =—F TRUSS TO 2ND FLR. 51 AIA POST M5TA-3(o LVL11 11 1/5 2 PLY- = � — — = � = =� P05T TO SLAB 51 AIA LTT 20-5 A2 BI �A2 5 A2 15T FLR STUD TO 2ND FLR STUD t'ISTA-36 32" O.C. A2 U A2 r 15 7T E ......... E ........ ..... BBiAB ---------- EGAB (2)"ETA-I(o 5L< COL. TO 13'-4" CONTINUE W/ 2X4 WALL W1 1/1 055 SHEATHING TO 5fer, HEADEF, SPAN CI —CART SECURE TO 5L< W1 . I/ . 2"XVA.5. 61Nr-:;Lrz STORY APPLICATION SIZE CLEAR SPAN DE3L 2X(o D51- 2X8 D51- 2XIO D51- 2XI2 UP TO 5'-4" 51-411 TO 1'-0" 71-011 TO 1011-011 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN F-)5L 2X(o D51- 2X8 D5L 2XIO D5L 2XI2 UP TO 51-011 51-011 TO (ol-411 61-411 TO 00-011 5'-0" AND OVER 4X4 FOST=(2)2X4'S NAILED WITH 12d ro"-a" O.C. STAGGERED 4X6 FOST=(3)2X4'5 NAILED WITH 126 O.C. STAGGERED TRUSS PLAN * TRUSS, PANr-;;EF,& TO BE SUPPLIED 4ENC3'D. 5Y TRU55 CO. * FLOOR JOIST TO E3L< 5IMF50N HETA-fro v END 4 EVERY 32" O.G. ON PARALLEL FLOOR JOIST. T23 Ell 1-�+ 10-1 I:j 7777--Lk�j 777 T23 T23 T23 T23 T23 T23 T23 f 2 —3 f2-3 T23 I 12 3 4- Li TIO T TI'B T19 T FcJ— TIc3 T113 TF9 TT19 -------------------- -------------------- 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS IX(o NAILER--7 a) 16T r-LF, STUD TO 2ND FLR STUD M5TA-3ro 32" O.C. Ilr (L cv co IST FLR, STUD TO 2ND FOR 6TUF-) 1-15TA-3(o 32' O.C. EXTERIOR MASONRY WALL 5RG. HEIGHTS TRU55 TO POST (2) MeTA-3(o POST TO SLAB MTT-205 TRUSS TO P05T (2) MSTA A-24 POST TO 5LA5 MTT 25-5 -- zc7lzl * CONNECTORS TO BE 6[MF5ON U.N.O. * TRUSS, TO E3L< META- I& * TRU,5S, TO WOOD MT,5-12 2X RIDGE cy 3-12d RAFTER TO NAILER I /I roll 0.5.5. -/ IXa NAILER --/-- OR 1/2" FLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE KNEE WALL DETAILPENTRY � HIP DETAIL BAKERS ".4.ROSSING LOT #66 :)HASE #21 MODEL: 2289-L" BLOCK 9'4" BRIG TRUS S / FRAMING PLAN DATE: 9/26/03 1 SC AT: 1/4"o1l-01 SHEET 2003 4A/BOF 6 METER FIELD VERIFY a =1 =r, 1_iv-ri ==c, Tr) 1ST. FLR. ELECTRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED eHOMEOLNER PRECON57RUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. 40 CKT INSIDE PANEL MAIN LOCATED IN MAI GARAGE AREA. LUG 225 A 200 AMP' V NIPPLE RAINTIGHT INSIDE 200 A 200 A MULTI CKT4 PANEL UNDERGROUND W/150 A MAIN 5K METER BASE METER 2/0 ALUM.SER CABLE LIGHTNING ARRESTOR 2" CONDUIT BY FP(; —�*4 BARE CU TO GROUND i 8 FT. GROUNDING (RODS 8 FT. APART ELEC I IR�CAL FIBER WATER5I1D5U5D lVI,5ION ONLY NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CENTERS WILL BE G.E. OR EQ. 2ND. FLR. ELECTRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED ,wHOMEOLWNER PRECONSTRUCTION MEETING NOTE. ,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210 -12 9 ELECTF,ICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET 1/2 OF OUTLET 110V OUTLET WIRED TO (\hIVj. SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT GFI INTERUPTER �JJff 6 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPRO INTERUPTER OUTLET SW►TC1-1 �3 5WITCH 3-111AY OPER. �)4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGH CEILING LIGHT (0) VAPOR PRO `J VP L IGHT (0) RECESSED CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. O O 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT I LIGHT RAP AROUND 2'FLOURECENT — — — 4' FLOURECENT ® PANEL METER SMOKE 5ATT.5ACK-UP O W/ HARDWIRE S.Q. DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH D 15CONNECT AIR COND. A/C DISCONNECT TV TELEVISION JACK CEILING FAN/LIGHT C G BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER TO MAIN 200 AMP METER 5A5E 4 METER MAIN DISCONNECT COMBO 6QJARE P 200 AMP. MAIN DISC. SERVICE ESY POWER CO. ALU. CA5LE TYP. A/C 200 AMP DISC. INSIDE PANEL. 014 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER '8 COPPER TO RANGE N2 COPPER TO 5/5' GROUND ROD LCTICAL fRI5fR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. OPT. BATH YI.b?MBING RISER �l 1 1/2" V.T.R. �Il 11 1/2 ° V.T.R. �2" 1 211 KITCHEN S1NK W1 AUTO VENT PLUMBING RISER 0 BAKERS CROSSING LOT #66 PHASE #21 MODEL: 99 2289— L99 BLOCK 9'4"BRG ELECTRICAL PLANS DATE: 9/26/03 SC AT: SHEET 5 OF 6 2X4 D3L MIN. 6" EMBEDMENT 1/2" X 9" O.C./EA_ STUD TOP PLAN 2X4 MID -WALL 2X4 MID -WALL 3LKG ANCHOR BOLTS AT 3' O.C. 3LKG 2" ABV. LONG. _ (o"Xro" 010 W.W.M. #5 RE5AR SET IN 2000 1/2" X 9" A.5. 32" O.G.02X4 MID -WALL 1/2" X 9" A.3. 32" O.G. �P51 EPDXY 25" MIN. ABV. 6" EM3EDMENT 2X4 STUD 2X4 STUD (c EM3EDMENT 3LKG IN_ EMBEDMENT 1(0" O.C. MAX. 1(0" O.C. MAX. 6"X(o" 010 W.W.M. �p II 6°X�" t* W.W.M. 2X4 P.T. SLAB/�" M SP-4 I�" O.G./EA. STUD-� BT PLATE 2X4 P.T. 3T PLATE � SF-4 16" O_G./EA. STUD 2X4 P.T. 3T PLATE � L I 'o— O O (2) CONT. 05 REBARS _ 2-'S ON CHAIRS > o o _ - , 1 _d R CONC. SLAB - q GONG. SLA3 _ - �" 4° Z4�� 1 8 �,�� Z �1 CONC. SLAB �� 4„ — � m m 0 2 #5's CONT. 1' _011 3 #5's CONT. 2 #5'5 CONT. 1'-011 U TYP. RETROFIT FOR ALL m 0__TYl-- WALL SECTION CA OMITTED FOUNDATION DOWELS WOOD FRAME FOOTING INTERIOR � ,41�I�1C- 1.U,4LL Ii�lTEFIOfR E3EAF-,INCH WALL INTEF10F, BEAF fN� WALL/NO UPLIFT BLK. SINGLE STORY � I - 5T0R*1' � � 2 - SToR�' 3 1/2" e HEAD OF GARAGE 3 1/2" � HEAD OF GARAGE�--#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. -1 5/0" cuf B II 6"X6" 010 W.W.M. 5/8" CURB II &"X6" #lm W.W.M. CURB II 6"X&" 010 W.W.M. ONLY IF UPLIFT ON WALL MIN � EMBEDMENT MIN 6" EMBEDMENT rr 2� wONLY 1*10 W.W.M. EXTEND 1 1/2" rII ,m "Xro " #10 W.W.M. 1L_ RECESS /2 ° II co II 2-#5'S ON CHAIRS (3-5'6 W/2-STORY) 4� m o 0 0 SINGLE 2-#5'S ON CHAIRS 1'-4" ll 0 0 (3 5'S W/2 STORY) SINCzL III 41 I m 2 #5'S ON CHAIRS ll_811 3'S ON CHAIRS STORY STORY 1'-0" 1 -3 71 1' -8" TWO STORY TWO �'I-�fCK)=NDCI= GARAGE CURS STOP INSIDE FTC. AT GARAGE STEP-UP STORY INSIDE FTG. AT GARAGE STEP-UP GARAGE SERVICE/POOL I -STORY BEARING WALL 2-STORY BEARING WALL DOOR RECESS GARAGE CURB GARAGE CURS CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" CMU L, (o MIL. VS. VAPOR CHAIRS (MIN. 3" COVER) TOP CORD BLOCKING AT 4' � —� O.G. MAX. IN FIRST 2 FRAMING 4 GARAGE SLA3IN c\1 x�„ # 10 W.W.M. GRADE SLIDING DOOR TRACK = m Y � SPACES AT EACH END_ RAFTER OR TRUSS m �I SLOPE CONC. I �r ROOF SHEATHING LAYOUT ROOF SHEATHING \I � ' `• ' ��•'�' "'T -'" 1 vz ° 9 1/2" _ CURS WALLS 8" �CONC. DRIVEWAY' � GARAGE 3EYOUND o 0 0 --- 3 #5's CONT. 11_8d 3" MIN. COVER AND ENDWALL BRACING FOR GABLE END FRAI" 11NG 1 0 _ z Q 24"X24" EXT. PAD SLAB AT SL. GLASS POOR GARAGE D001R j V V OPENING 11 1� 2-STORY FOOTINGBUILDING LENGTH II II �I #06 GUN NAILS e4" O.G. #8d GUN NAILS II II II TOP 4 E30TTOM EDGES ro O.G. IN FIELD II II II iu POURED LENTIL TO 3E II U ' III OUTSIDE BAR ct) Q Q o•. CONT. (TTf=) #5 REBAR II I `n 1� _� —i w ,:d.. II _� � uLI z 2X WALL FRAMING II Q Q Q � U ' (3) 1/2"XS" ANCI-lOR BOLTS = _ _ _ _ III II CONTINUOUS z w z z . - n� 8 CMU FILLED or (3) 1/2 X8 J-501-TS - - - r - - Z 0 .o DELL (T1'P.) MIN. (o" EMBEDMENT — — — — — U �* U 11 W/ 2 "X2 "X1/S WASHER AND AL O O EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP -Z - TYP. EXTERIOR 5R-REATHING BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET T''P. REBAR LAP ATTACI-Ii„I NT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLING. CORNERS @ NOTE: (SLEEVED ANCHOR IN SOLID WHEN GLUED TO WOOF R IEM3ER POUR ACCEPTABLE RETROFIT) 2-#5'S REBAR Q 1 STORY „ „ „ „ ARA DOOR f NORMAT SON -8 EDGES �� -12 IN FEILD REBAR 6 2 STORY TYP. EXTERIOR 5kEATPING ATTACHMENT POURED LENTIL FOR SNEAK AND UPLIFT a'; CONT. (TYP) (O.S.3. TO BE STRUCTURAL GRADE) v:d • CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED z PR2X6 GARAGE DOOR BUCK W/ E-CAST HDR. SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS BON1D BEAM TIE TO {-IORZ. IBARS � U�J o_ �+•bd (3) 1/2"X8" ANCHOR BOLTS or (3) 1/2 "X8" J -BOLTS S" MIN. EMBEDMENT ro" EMBEDMENT MIN. U. ' U FILLED W/ 2"X2"X1/8 WASHER AND 8" G1MU F CELL C ILLE NUT SPACED EVENLY FROM :056 GUN NAILS S HORZ. REINFORCING VERT. REINF. FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD NOOK IN GROUTED CELL •' IN JOINTS PRIOR TO FILLING. � 1-2X(o PT BLOCK ID CENTER OF Q , DOOR HEADER W/(1) — (1) 1/2"X8" ANGHOR BOLTS z U CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS z0 N &" EMBEDMENT - • FOR GROUT LIFT W/ 2 "X2 "X1/8 WASHER AND NUT 5 FT. UNLESS HORZ. REINFORCING Z_ (k FOOTING DWL IS (0" 1-I00K u NOT REQ'D. TYP. FLOOR DECKING C TO FLOOR JOIST HORIZONTAL/VERTICAL REINFORCING m O AATTACHMENT. S}-IN TO 5GLUED AT ALL EXPOSED JOIST 3AKERS BOSSING SOT #66 RASE #2 MONOLITHIC BLOCK DETAILS NOTES mmmommoo DATE: 9/26/03 SCALE: V4'=I'-0' SHEET ID1 o'r 4 1 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUES -SAND FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2X(o SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM 2"X4" BLOCKING LAKE KEHOE,C T FRESS HEAD 2X6 SUB -BAND a 2X6 SUB -BAND e FIRST TWO BAYS ALOMA WOODS LAKE KEHOE,CYPRESS HEAD ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD 4'-0" O.G. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR -1/5" TEXTURED ASPHALT SHINGLES. 7/16" OSS SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION R-19 INSULATION METAL DRIP EDGE ■-- � OR 1/2 PLY. W/ 15# FELT 7/16" OSB. SHEATHING FIBERGLASS SHINGLES _ " OR 1/2" PLY. ON #15 FELT OVERumQtTRRRRRQRaL/ HURRICANE STRAPS -i/16 055. SHEATHING � 3/4" T 4 G PLYWOOD 2X4(CONT.) (SEE TRUSS PLAN METAL DRIP EDGE ►(— SEE TRUSS ENG. FOR CONNECTOR) l 1/2" CLG. BOARD 4 TEXT. FOR PROPER ROOF TRUSSES TO BE GLUED 2 4 " O.C. 4 NAILED 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING HETA-16 METAL DRIP EDGE LL UPRIGHTS OVER 4'-10" EMBEDDED No O (1)5 CONT. ALUM. FINISHED VENTED SOFFIT IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG, GABLE TRUSS LINTEL STRAP ALUM. FINISHED VENTED SOFFIT 1/2" CLG k30ARD 4 TEXT. 7/5" TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) R-19 INSULATION -I/5"TEXTURED FINISH ON -f/16" O.S.5. SHEATHING CMU'S TEXTURED PRE -CAST LINTEL FELT BARRIER OVER GLUED NA LED OD OR 1/2" PLY. FINISH ALUM. WINDOW 7/1ro" OSB SHEATHING OR I/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" \ FROM 2nd FLIP, LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 1/2" CLG BOA 4 TEXT. PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ BOARDTWO STOR� 1/2' DRYWALL 2X4 RE-FORCEMENY (CONY.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONY.) OR M5TA-24 24" O.G. MAX ��RR LL ljt 8" CMU R-4.2 INSULATION O N)s CONT. FOR NDR 51ZEAN 1X2 P.T. FURRING STRIPS FLR STT Ol BLK 1X2 FURRING STRIPS ALUM. WINDOW BAND DETAIL TEXTURED FINISH I/4° WOOD BASE SEE FLR./ FOR DES. SILL S" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL 1/16" OSS SHEATHING WOOD BASE (TYP.) O w = PRE -CAST LINTEL OR I/2" PLY. UNDER Q FELT BARRIER _z � „ # ALUM. WINDOW FLOOR JOIST/ F�E -1=AB TRUSS ro Xro 10 W.W.M. SEE FLR./ELEV FOR DES. SILL OR FIBER MESH FLOOR TRUSS - 1/2" CLG. BOARD 4 TEXT. 0 REINFORCEMENT SEE FRAME PLANS SP 4 32 O C STUD PRE -CAST SILL 2X4 DBL. TOP PLATE - GONC. SLAE5 OVER CLEAN, HETA-lro"� 32" O. C. MAX 1/2" CLG. BOARDT4 TYPE 1/2" DR�'UJALL COMPACT,TERMITE TREATED O (lid CONY. � } � } , - #5 CONt. 8 CMUSOIL OVER 6 MIL VfS. VAPOR 5" LINTEL BLOCK 2X4 WOOD STUDS 1X2 FURRING STRIPS0 O 4\_2t3ARRIER,W/6Xro 010 WWM (FILLED) 2X4 CONT. 5TRE55—z O.C. TEXTURED FINISH 1/4" BLOCKING MID-WALL WOOD BASE ITYPJ PRE -CAST LINTEL ° ° 1/2" DRYWALL Ow � v 2X4 I= PLATE ALUM. WINDOW SP-4 32" O.C. � STUD 1/2"X9" A.B. 32" O.C. ~ � � T"I'P, UJALL SECTION `� SEE FLR./ELEV FOR DES. (WHEN UPLIFT) roll EMBEDMENT (D SILL o BL�K. I = STOR,I' O O „ „ # WOOD' BASE (TYP. 6 X6 10 W.W.M. PRE -CAST SILL )CONC. SLAB z (� 3 0516 GONT OR FIBER MESH CONC. SLAB 2 #5's CONT. 4„ w L w REINFORCEMENT - m O - O -8' 5" CMU 6 MIL VIS 11-411 -STORM' U m U VAPOR BARRIER 11�(TE�:IOR BEARING WALLTEXTURED FINISH 1/4" ASPHALT SHINGLES OVER T"rf=2. WALL SECTION ` NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON 7/lro" O.S.B. 2"X4" BLOCKING-� wLl co �1 (00 DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORE' z METAL DRIP EDGE _ 4'-0" O.C. MAX —70 2X4 DBL TOP PLATE SEE TRUSS ENG. 2X4 SUB-PAND v O O OF, E IBER MSH CHASE GROVES WAVERLEE WOODS REINFORCEMENT FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z (K 2X6 SUB -BAND LAKE KEHOE,CYPRESS HEAP BRACING (SEE TRUSS PLAN) 1I1 L w } } (3) #5's CONT. ALOMA WOODS , O _ O WRAPPED/ALUM FINISHED FASCIA ROOF TRUSSES DBL. TOP PLATE U m () 1/2' DRY WALL 24" O.C. CRIPPLE STUDS ENG. GABLE TRUSS R-19 INSULATION FIRST FLOOR BLOCK 2X4 SPF STIFFRACK AT SECOND FLOOR FRAME 1/16" 0.6.5 ALL UPRIGHTS OVER 4'-10" WHO E TRUSS ENG. FOR SIZE) 2X4 16 " O.C. MAX 7/a" TEXTURED FINISH HEADER (SEE PLANS) OVER 151* FELT OVER OR 1/2" PLY. D 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT. / 6' O.S.S. SHEATHING 2"X4" NAILER CONY, 1/2" CLG. BOAR4 TEXT. TEXTURED FINISH BT. PLATE (2) LAYERS 1/16 SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE ON GALV D. METAL 1/2" X 9" A.B W/ O.S.B.SECURE EA, LAYER LATH OVE TYVA MIN. 6 EMBEDMENT .. .7� x P.T. PLATE W/ ° W/2 acts 5"-112" O.C. 1/2" DR�'UJALL OF #15 FEL •1 2" pIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. -►- HDR. STUDS)/JACK(S) 32 O.G. MAX MIN. 6" EMBEDMENT 1/2" X 9" A B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 " O.C. CONY. W/2" pIA. AT 32" O. C. o 32" O.C.MAX STUD 12 HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �j(o" O.C, r :,4 KING STUDS) SP-4 BLOCKING MID -WALL �- CURE TRUSS TO 2X6 W/ TOP 4 BOTTOM) 2d � roll-5° CONC. FILLED LINTEL 3/4T4G SUBFLOOR •. +•; PLYWOOD TO TRUSS NAILING GLUED NAILED BLK. REINF. WITH (1�5 ROD 4" O. C. EDGE I roll O. C. IN FEILDall c1mu L :f:: •ti TEXTURE FINISH IX2' P.T. FURRING STRIPS FLR_ JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4 s R-4.2 INSULATION NAIL PER SCHEDULE 2rd FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. 1/2°' DRYWALL — _ — _— — — — — — — — — let FLR. STUD 2X4 DBL. TOP PLATE WOOD FRAME TO BL< _ — MSTA-3ro 32 O.G. = IT--- --- I � 1/2° DR1'1.UALL II II 2X4 WOOD STUDS WOOD BASE 2X4 CONT. STRESS II I I I BLOCKING MID -WALL I II II I NAIL PER SCHEDULE/ 2X4 PT. PLATE Q I I I I I I BOLT PER FND. PLAN SP-4 32" O.C. /w STUD_ 1/2 "X9" A.B. 32" O.C. co z 4 MIN. ro EMBEDMENT —� z 6 ">Cro" #10 W.W.M. Z _ qY_ 0 o OR FIBER MESH CONC. SLAB w Q- REIINFORCEMENT TTF EXTERIOR OPENING IN FRAME -3 #5'S CONT. 4" 4" � O 2X4 COLLAR TfE 2X5 RIDGE > p z Lk 1 _8 EVERY OTHER RAFTER } Y} w 4 2X6 RAFTE 06 �0= 0 > ow 2 - STORM' 2-126 EVERY TRUSS 3-12d RAFYE INTERIOiR BEARING WALL IXro NAILER 3-12d TO NAILER NOTE: FOR FLOOR SEARING WALLS DO NOT INSTALL CONNECTORS. O.S.B. IX5 NAILER OR I/2" PLY. 2-126 EVERY TRUSS BLK. (GABLE) 1�f N 1�lUt-1 WALL AND �4EAD CONS. �R�MfNG DETAI�/�A�.>— STUD REQU IREI TENTSSE U m U 2 #g COIN I U cal T"rl=. WALL SECTION MAXIMUM HEADER 51-AN (ftd UP TO 5'-0' TO 51-0. 4'-11 1/2" ('-I1 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 1 3 NUMBER OF FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 BAKERS CROSSING ILOT #66 I PHASE #2 MONOLITHIC BLOCK DETAILS & NOTES mommmoo DATE: 9/26/03 SCALE: V4'=I'-9)' SHEET D 2 oir 4 # 1000 Ufi L AFT SIMP50M MT5-12 UJ/-i 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT (2)5IMPSOM MT5-12 ONE EA. SIDE OF TRH OPPOSITE SIDE OF E 111/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSS FINISH m LANDING E� BOND BEAM ifRU55 ANCHOR DETAIL-��ROFIT S" MIN. LESS THAN 10" REQUIRES P NOSING FINISH g LANDING 3/4' PLYWOOD F.F. D5L 2XI2 FLOOR J015T —" 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 CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPAB 1 L I TY WINDERS- MIN. 6" WIDE -6 NARROW END MIN. 11" WIDTH m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT ,— iX8 RISER LESS THAN 4' TYP. II II II BETWEEN SPINDLES II II II IX2 PT.TOP OF BOX 5P4 OR H-5 TOP PLATE TO STUDiS DBL. TOP PLATE —`� 2'-O' ABV. 10'-O' LEVEL TO ROOF 2X4 STUD OR 2'-0' ASV. HIGHEST RIDGE WIITHIN 2'-0' l/16" OR 15/32' OS.B. W/1/8' TEXTURED 10'-0" FINISHED OVER ------------- GALVINIZED METAL _ — — — PAPER BACK LATH FRAMED CRICKET SIMPSON H-5 (MIN.) m 2X4 TO TRUSS HANG 1/2' G IFS NOSING TYP. ^T 4 ctl � r- ST?4IfP,, SECTION SET/4ILS PRE. FNG. TRU55 —7 Gk r-I I `4 E: P E T A I L 5 2X4 STM. PLATE SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS SECTION PRE. ENG. TRUS IX2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/5' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1. CRICKET 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO D5L. PLATES ABV. 12" z z I _ 3:�," MIN. FINISH STAIR UJINED� IDT,4I ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE t0 COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS (2) loci SHEATHING END TO TRUSS 2X4 SYP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' [/16' OSB SHEATHING USE ad MAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2"X9 A.B. COMMON (W/ 2' D IA. WASHERS) 6 32' O.C. MAX. 1/2' CLG. BOARD TRUSS 24" o.c. NAfL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d e EA. TRUSS R-19 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE_ 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-0' (3) 'X' 5RAGE N 'X' BRACE 6 CENTER) (2 'X' 5RAGE DIVIDED EQUAL.Y FROM CENTER TO END) G,45LE END CRO55 BRAG IN 1= 5TOR�' i 2X4 SECURE TO 2X4 ELK W/2-12d SECURE TQ ELK W/ META-I6 �2X4X4' SECURE TO TRUSS W/ 3-12d 6'-&' O.C. MAX TYP. 2x4 ELK SECURE THRU TRUSS W/3-12de PER EWa'D TRUSS 24' O.C. MAX 2'-O" EXTENeION OFT SERVICE DR. N.T.S. METAL LATH 1/16" OSB OR TEXTURED 7/16" OSB OR 1/2" PLYWOOD FINISH 1/2" PLYWOOD UJ/ 15# FELT UJ/ 151* FELT S I1"1PSON HETA-I(, 2X6 (GONT.) 2X6 (GONT.) 2X4 (GONT.) 2X FLOOR JOIST 2X4 (GONT.) EXPANSION 2" MIN. JOINT OVERLAP CAULK SIMPSON GMU'S META-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 510R1 TWO 610R1' F'?�:ST FLOOR BLOCK SECOND FLOOR FRAMING AbFHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. — (2) 2X4 "2 ND SYP DIAGONAIL BRACE W/ 3-12d tv EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 5.AY5 C AT SHEATHING SEAMS (2) IOd NAILS EA END TO TRUSS 2X4 SYP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' USE ad NAILS AT 4"4" o.c. EDGE 4 6" oz. FIELD 2X4 W/ 3/S' X 5 LAG OR SIMPSON HTC-4 9 32' O.C. MAX. SHEATHING NAILING TO BE 6'-B' O.C. IN FIELD 4' O.G.mALL EDGES W/&d NAILS 1/2" CLG. BOARD --TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d e EA. TRUSS R-19 IN 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD Ifo' O.G. MAX. 2X4 BTM.PLATE �uB-FLooR VAILED HETA-16' FLR JST t0 BLK \\—FLR TRUSS 1-05 REBAR CONT. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO (o0'-O" (3) 'X' BRACE (I 'X' BRACE 1 CENTER) (2 'X' 5RAGE DIVIDED EQUALY FROM CENTER TO END) ,4LE ENID CROSS 5RACIN 2-ST0RE BAKERS �Rosslrr T LOT #66 PHASE #21 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 9/26/03 SCALE: 1/4'■1'-®' SHEET zo OF 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4: CEKI MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8" FROM EACH END AND IS' W/3/16' TAPCON5 OR DRIVE 2 X 4 (MIN 2 x 3) I-3/1(o TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SI7E.145 OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE .300 OR DRIVE PIN (MIN SHANK 5IZE.145 1T MOF EACH END AX. 4 MIN EMBEDMENT I I/41) MIN HEAP SIZE 8' FROM EACH END AND IS' PRECAST HEADER(MIN) 1 1/ 8O.C.M. SPACING. MIN EMBEDMENT 1 1/4") 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT 6' FROM EACH END AND 15' SECURE TO BLOCK 2 X fo (MIN 2 X 3) 2-3/16 TAPGON D.G. MAX_ MIN 1-1/4" EMBEDMENT W/2-3/16' TAPGONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ABV. PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 2 x s (MIN 2 x 3J 2-3/16 TAPCON 1/4' TEXTURED FINISH MIN HEAD SIZE 300 16' HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') /16' 05B SHEATHING IS" O.C. MAX. SPACING. l/8' TEXTURED FINISH WITHIN 8" OF EACH END 4 8' FROM EACH END AND 18' MIN HEAD SIZE 1 1/4') O.G. MAX. MIN 1-i/4' EMBEDMENT MIN EMBEDMENT 1 1/7 8' FROM EACH ENp AND IS' 2 X 4 16' O.G. MAX.(WNEN OVER 16" IN HIEGNT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 (WHEN OVER 16" IN HIEGHTJ "1/16" OSB SHEATHING O.C. MAX. MIN I-1/4' EMBEDMENT 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145A 2 X 50LID BLK'G 6 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' TAPGONS OR DRIVE a' CMU - 1"X4' OF, 1"X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 4 NAIL W/8d'5 8"-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPEG'S. PIN (MIN SHANK 51ZE.145 8' FROM EACH END AND IS' GMU WALL MTL WDW FRAME MIN MIN EMBDEDMENT 300 I') -DOOR CASING O.G. MAX. MIN 1-1/4' EMBEDMENT_LT WITHIN 8' OF EACH END 4 NOTE: •NOTE: NO GAP g WDW FRAME 18' O.C. MAX. SPACING. SHIM AS NEEDED TO EXCEED I/4' DOOR JAMB TO PLUMB JAMB ATTACH TO 2 X DO NOT EXEGED 1/4". A fRGH I 4'� DETAIL 1 (o' II AND IN [D- A CHUJ4� TAIL CUTAUJ/4�r PER MANUFACTOR'S DETAILS. 11 1/2 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 ,(� PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP P�.ATE MIN EMBEDMENT 1 1/4') "I/8' 'TEXTURED FINISH 8' FROM EACH END AND 18' SECURE 2 X RIP TO FIT IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN W/2-12d5 6'-8' O.G. MAX. �/16 05i3 SHEATHING SECURE THUR FRAME AND 16' HIEGHT. 2 X 4 16' O.C. MAX.CWHEN OVER 16" IN HIEGHTJ EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 4 (WHEN OVER 16" IN HIEGHTJ PIN (MIN SHANK5 E. 5 MIN HEAD SIZE 300 2 X SOLID BLK'G m ARCH MIN HEAD 51ZE 1 1/ MIN EMBEDMENT 1 1/4')IL - ~ I X4DDR I'X21' P.T. NAILER 8' FROM EACH FEND AND 18' SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/4") 8' CMU REFER TO MANUFACTURING O.C. MAX. MIN 1-1/4' EMBEDMENT 1116' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPEC'5. DETAILS FOR SPACING. --DOOR CASING 2 X 4 16' D.C. MAX.(WHEN OVER 16" IN HIEGHTJ MTL WDW FRAME 2 X 8 (MIN I X 3) 2SHA TAPCON •NOTE: NO GAP m WDW FRAME SHIM AS NEEDED OR DRIVE PIN (MIN SHANK 51ZE.145 2X4 BLOCKS TO EXCEED I/4' DOOR JAMS TO PLUMB JAMB MIN HEAD SIZE 300 GMU WALL \ DO NOT EXEGED 1/4'. MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' 71 O.C. MAX. MIN 1-1/4' EMBEDMENT ACT4LUA"� ETA I L CUTAWA DOOFR JAI"-t TO 5LOC/ E�/4 AFRG�4WA� rDETA I L 16 II /4 D OF NAILING SCHEC)ULE ALL C N)TES IN REFERENCE ROOF DIAPHRAM TO F LC> R I IDA B U I L DIN G USE 1/16' 0.6B. OR 1/2' PLY WITH 'B GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'B GUN NAILS AT 6' OjC. AT C f'' E O O� INTERIEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF 5HEATHMG TO GABLE ENE? FRAM£ USE '8 GUN NAILS • 4' O.C. - EXTERIOR SHEATHING SITE P L-A N NOTE S USE 1/16' OSB. OR 1/2' PLY WITH #8 GUN NAILS AT 6' OL. AT PANEL SIDES AND 08 GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND -8 GUN NAILS AT 6' Or- AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE INTERMEDIATE BUPPORTB. ALSO BEE DETAIL. CROWN OF FRONTr�GE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING 15 NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION NAIL REQUI2EMENtS OF FIN15H FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD LENGHT PIA. TEN511- STR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 8d ROUNDMODINED I 1/8' .113 110)000 OR T 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALE5 OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. . I i 10d 2 1/8' 128 110000 ------------ ------------- ✓LNIYV✓7VNi-IIVLi, IR761C:ifil IVIY, p�iQ"I IIYLi, C 14. OMFiLL WIYf VI�I-I I V LVVNL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS ANp RESTRICTIONS HAVING JURISDICTIONS AND 5TAPLENAIL i TOOL A550CIATION AS SELECTED BY 5UfLDER GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND A550CIATED WORK 15 TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING NOTES I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 310 2. FLORIDA BUILDING COPE 2001 3. WIND SPEEDS 110-120 (PERUIND 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 '6' 6. INTERNAL PRESSURE GO -EFFICIENT +IS THF'1J -IS 2) WATER LINES SHALL BE GPVG. DBL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DBL. TOP PLATE B DBL. TOP PLATE A. NET ALLOWABLE 501L BEARING PRE55URE USED IN DESIGN 2000 P51 FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. WALL FOOTINGS. CONTINUOUS 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 316 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLON8 PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSf IN 28 DAYS 6J H05E BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 2X4 16' O.C. MAX. C_ REINFORCING BARS SHALL CONFORM TO ASIM A615 AV& OR 61-r, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A 8TANDIBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 2X4 16' O.C. MAX. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I6 ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCE85ORIE5, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. J�d A. ALL STRUCTUAL LUMBER SHALL BE 012 5YP. ALL STUDS SHALL BE STUD GRADE SPF. SECURE 2X4 ILSHALL LUMBER EXP05ED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-12d iv(ALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED AAlc PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 6'-8' O.C. STAGGERED SECURE 2X4 65. TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'A5-5UILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER To WOOD W/2-12d 9 A PRE-ENGINEEREP WOOD TRUSSES SHALL BE DESIGNED IN ACCOORDANCE WITH (o'-8' O.G. STAGGERED FLORIDA BUILDING CODE 2001 10) ALL GLEANOUTS FLUSH WITH GRADE. BT. PLATE TRU55 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. lU NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A ENGINEERED FOR 120 MPH WIND e3 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. /� III G. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE 300 �� SECURE 2X4 W/2-3/16' TAPCONS f� W RM 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFOTO 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 A5TM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 15' O.C.MAX. 2X4 50LID BLOCKING MIN EMBEDMENT 1 1/4') FOUNEDATI(DN NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE SECURE TD SHEATHING W/ WITHIN 8' OF EACH END NOT TO 1. FOUNDATION DESIGN BABEID ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD EXCEED IS' O.C.MAX. PRESSURE. OR 1/16, O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CCiGRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ 1/2' PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS 5HALL BE SUBMITTED I1A50NARY IN ACCORDANCE WITH ASTM G90 AND C145 AND SHALL VE A NET AREA COMMf'RE551YE STRENGHT OF 1900 PSI. MIN. 2-12d PER BLK EA. END OR l/16' O.S$. R TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POLIMORTAR 3. CONCR=tE 28 DAY BTRENGHt SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. /� METAL ACCE580RIE5 AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE ��(\INDOW EXTERIOFR C 4. ALL SLABS SHALL BE MIN. 3 I/2, 6 FOLLOWING: THICK CONCRETE OVER MIL VAPOR A ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. AstMA36 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 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT COW051ON SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS ASTM A90. 6. ANCHOR BOLTS 5HALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENN ERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/5' 1. ALL MORTAR JOINTS FOR HOLLOW MA60RY 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 GOpE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. R001= LIVE LOAD: 20 P6F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-S RE5AR5 1-5TORY, SHALL BE PLACED IN BEP JOINTS AT NOT MORE THAN 16' O.C. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNER5. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BARS. MINIMUM OF 25. 2. WHEN 2 i5AR8 ARE IN THE SAME CELL THEY MAY BE BUNPLEP. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, AV&, A611, OR A106. FINISH GRADE 10. FINISH SLAB TO BE 8' A5V_ FINISH GRADE /W v W Q BAKERS :ROSSING- LOT #66 'HASE #21 INJIONOLITHIC BLOCK DETAILS NOTES DATE: 9/26/03 SC AT: 1/'4' a I'-®' SHEET D40F 4