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Home My WebLink About313 Appaloosa Ct 03-2700 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Ni-at'-1 Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTORv S MECHANICAL CONTRACTOR PLUMBING CONTRACTOR! MISCELLANEOUS CONTRACTOR y u DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY— RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- v1 • 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 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 m 9 "1004 PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 113 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 CO)ED] 99 / 9 5 www. drhorton. com CBC055300 6250 Hazeltine National Drive Orlando, FL. 32822 Tal= (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 ENGINEER: KENNETH ROBERT COYNE PE NO. 53747 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • 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 0 PERMIT0,aft Ufflci"Dulpy BAKERS CROSSING LOT #118 PHASE #21 DATE: 7 /18 /0 3 SC AT: I/41 ■ I'-0' SHEET C I oir 5 0 t r JUL 2 1 2003 u BAKERS CROSSING I LOT #118 I PHASE #21 MODEL: 991965-L99 F.S./B.C. 9 - 4" ,O UNDATIO N PLAN DATE: 7/18/03 :SCALE: 1/4'21' .IV ) SHEET 1 OF 5 Y UL 21 803 u BAKERS CROSSING LOT #118 PHASE #2 MODEL: 9919 65— L99 F.S./B.C. 9 9 — 4" DOWEL PLAN DATE:7/18/03 SCALE: 1/41011-0' SHEET IAOF 5 rJUL 1 2003 BAKERS CROSSING LOT #118 PHASE #21 MODEL: 99 1965- L99 F.S./B.C. ^9- 4" LINTEL SCHEDULE DATE:7/18/03 SCALE: I/4'sj'-O' SHEET 1 B OF 5 2 1 2003 u BAKERS CROSSING LOT #118 PHASE #21 MODEL: 99 1965- L99 F.S./B.C. 99 - 499 WIND LOAD CALCULATIONS DATE:7/18/03 SCALE: 1/41311-08 :SHEET i C OF 5 2 1 2003 u .&o ( Af;; CH @ <TCHEN OAFRCH S FAM I L �- S1"I. ------------1 I k &'-o" 4 1 ------------ O OPT. AizCH OPEN INCH ----------� I I � I I m1 MAI -----------� O AST NICPE Is FOYER ,_------- 1R- ISH � I --- 0 OPT. COAT CLOSET a FOYER OPT.ROUNDED CORNER 5M. ELEVATION "D" 35-SH W/ 54"X21"X19" TRANS. AP V. ELEVATION "E' 36 -SH W/ 54'X16 "X9' TRANS. A5V. ELEVATION "F" (2) 25-SH W/ HALF RND. ABV. ELEVATION "G" (2) 26-SH MT. ENTRY= W/1' -0" i SIDELIGHTS - - - - - - - - - - - - - - R ------------------ VAULTED GLG ELEV. D, F ONLY l2)-25-SH W/l/2 ROUND ABV. 4'-411 1 -------------------------------- FLOOR PLAN ELEV."F"ONLY �- jm — — — — — — — — — — — — — — — — — — — — — — — — — LIVING -- 1 ,� EMT. -- ROOM/ 9'-4' CLG. W/1'-0" (CARPET) SIDELIGHT ENTRY (2) 25-SH = 4'-4" 4'-10" 15'-0" - 5'-8" 14'-6" AL 20'-2" 6X6 POST (3) TYP. ----------------------------- J - ENTRY --- ELEV. �� (2) 3-0 5I-FOLDS ---- O OPT. PANTi;;��- EXTERIOR MASONRY WALL BRG. HE IGHTS �uu�u�u ------- — — — — 25-SH u I co ISO � N I A121--1411 MEDIA RM 11'-4" I i I `" N I 2'-�" ----------------------� Q OPT. 1„1E D 1 A 5�001„f SQ,FT. CALC,'S LIVING G AIRAGE ENTRY PATIO 1g(.l 412 22 54 50. SQ. 50. 5 0 - PT. FT. FT. FT. TOTAL 2455 SQ. FT. BAKERS CROSSING LOT #118 PHASE #2 MODEL. 99 1965— L99 F.S./B.C. 9 — 4" FLOOR PLAN DATE: 7/18/03 SCALE: 1/41■i'-0' SHEET 2 OF 5 JUL 2 1 2003 w BAKERS CROSSING I LOT #118 PHASE #2.1 MODEL: 991965-L99 F.S./B.C. 9 9 - 499 ELEVATION �9 F9� DATE: 7/16 /O 3 SCAT : V41=1'-ON SHEET 3 F OF 5 'i V L. � 2003 (2)HETA-fro SINGLE 5TOR'T' AFFLICATION SIZE CLEAR SPAN DBL 2X6 D5L 2X5 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-0" -1'-O" TO 10"-0" 10'-0" AND OVER TWO STOR,r' AFFLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X5 DBL 2X1O DBL 2X12 UP TO 5'-0" 5'-O" TO 6'-4" 6'-4" TO 5"-O" 5' -0" AND OVER 4X4 PO6T=(2)2X4'5 NAILED WITH 12d 6"-5" O.C. STAGGERED 4X6 PO5T=(3)2X4'5 NAILED WITH 12d 6"-5" O.G. STAGGERED (2)HETA-16 DBL. TOP PLATE T KNEE WALL DETAIL -ENG'D GABLE LEDGER 2D a I UPRIGHT OCRICKET DETAIL TRUSS PLAN * CONNECTORS TO BE SIMPSON U.N.O. * TRUSS TO E3LK META-1(o W/12-10dXl 1/2 * TRUSS TO WOOD MT5-12 W/14-lOdXl 1/2 BAKERS CROSSING LOT #118 PHASE #21 LL/ MODEL: 99 1965- L99 F.S./B.C. ^9- 4" TRUSS PLAN )) F)) ACCUSPAN DATE: 7/18 /0 3 SCAT : 1/4'=I'-0' SHEET 4F OF 5 ll - BAKERS CROSSING LOT #118 PHASE #21J MODEL: 99 1 ^ 6 5 - L99 F.S./B.C. 99-499 E]LECTRICA]L PLAN DATE:7/18/03 scAL.E: 1/41=1'-®° SHEET 5 OF 5 2 1 2003 u 1/2 " X 9" A.B. 32 " O.C. _ ro"X6" 010 W.W.M. (o" EMPEDMENT MIN. 6' EMBEDMENT 1/2" X V z q WHEN UPL IFT FROM ROOF ANCHOR BOLTS AT 3' O.C. - N 21I ASV. CONC. o �m CONC. SLAB 4„ 411NN "X6" *'10 W.W.M. 4'I 2 05's CONT. _ 8 (2) CONT. #5 REBARS 1 = 4" z (Y _ - I II u1 -� GONG. SLAG ? (M `� 41I 11_QII 41I _1 m o 3 #5's CONT. ^ ``' 2-ma's ON CHAIRS THICKEN EDGE IN BEARII�IG ALL k�- GARAGE cuRB STOP 1 TYP. WALL SECTION INTERIOR BEARING WALL. 2-5TOR"'I' BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS UJOOD FRAME FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE IS UPL IFT ON WALL 3 1/2" HEAD OF GARAGE 3 1/211 HEAD OF GARAGE �-.-#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) Hoe DIM VARIES DIM VARIES 9" ANCHOR BOLTS AT 3' O.c. 9" ANCHOR BOLTS AT 3' O.C. 7 5/8' c B II (0'X(O' #10 W.W.M. 7 5/8" CURB II (0"X6" #10 W.W.M. CURB II °x� ° #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU ONLY IF UPLIFT ON WALL MIN EMBEDMENT MIN ro" EMBEDMENT Xro #10 W.W.M. EXTEND 1 1/2" II GNAfRs (MIN. 3" COVER) ro "X(o" #lm W.W.M. IL_ RECESS /2" c0 Y_ > II .-�.-�- cfl y > II cfl GRADE 411 III -SLIDING DOOR TRACK 1. - 4 0 47 2-#5'S ON CHAIRS 0 �� (3-5'6 W/2-STORY) 4�L�-_`-5LOFE C o o I 2-#5'S ON CHAIRS 1'-4'I ' ORON GONG. SINGLE m SINGLE (3-5'6 W/2-STORY) SINGL 2 _O `� 1 _SII 3 #5'S ON CHAIRS STORY 2 #5'S ON CHAIRS 1 _g STORY 1 I/2 TWO TWO 9 1/2" STORY INSIDE FTC. AT GARAGE STEP-UP STORY INSIDE FTC. AT GARAGE StEP-UP �'� 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB C-rARAC�E CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BEARING WALL DOOR RECESS 1 CONC. SLAB OVER CLEAN, 05 REBAR SET IN 2000 COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ASV. TOP CORD BLOCKING AT 4' L, (o MIL. VIS. VAPOR (� SLAB/(o" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING ---� = & "x611 #1m W.W.M. (o"X�o" #l,a W.W.M. SPACES AT EACH END. z N II GARAGE SLAB11,3,1 ALL NOTES IN REFERENCE n � = RAFTER OTRUSS p R NAILING SCHEDULE = ROOF SHEATHING LAYOUT ROOF SHEATHING \ROOFDIAPHftMt TO FLORI[DA BUILDING Y I I CURB WALL 8" GONG. DRIVEWAT GARAGE BEYOUND 'I o o I I _g 3" 1"11NCCOOVER NT.r1A)OMITTED o o TYP. RETROFIT FOR ALL FOUNDATION DOWELS AND ENDWALL BRAGING FOR GABLE END FRAMING Q 3 z Q USE T/16'OS.B.OR1/2'PLYWITH -a GUN NAILS AT4'OL.AT CODE 2001 AT 6' O.C. AT V I UFFOED ATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE'S GUN RAILS 44'O.C. EXTERIOR SHEATHING SITE PLAN NOTES N -` USE 1/16' 0.8$. OR 1/2' PLY WITH 00 CAN NAILS AT 6' =. AT _ V V PANEL SIDES AND -e GUN NAILS 4' O.G. TOP 4 BOTTOM GAR AGE j'��PANEL AND 00 GUN NAILS AT 6' O.C. AT 1) LOWEST 8LAB AT LIVINGS AREA SHALL BE MINIMUM IS' ABOVE HGE [D R BUILD INCH LENGTH INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. GROU.N OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHEM15E NOTED, THIS BUILDING IS NOT INTENDED TO BE 1 OPENING 2-STORY FOOTING ACCEPTABLE FASTENER FROM ANY MANUFACTURER n13 CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING R A FINISH FLELEVATION NAIL REQUIREMENTS OF FIN15H FLOOR SLAB WITH SIGNED AND SEALED SURVEY.. 105 MEAN SEA LEVEL. CORACTOR SHALL VERIFY LEYATION SIZE HEAD LENGHT DIA TENSIL STR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODE5, RE0ULAT101N5 AND RESTRICTIONS HAYING JURISDICTION 4) ALL ON -SIT DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SIT DRAINAGE FACILITY. Sd ROUNDMODIFIED OR T 1 1/5, .113 110,000 10d 2 1/8' 128 110000 II �LFtlVV�tiHi-IIV3, I1�ICIliHIIVIV pGlil-IIIVI.i, Glti. JIYNLL .rvlVl-vF I Lvvr11... p Q O.C. #g� GUN NAILS NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTION6 HAYING JURISDICTIONS AND TOI L�OTTOM EDGES a STAPLENAIL d TOOL ASSOCIATION AS SELECTED BY BUILDER POURED LENTIL II �� 6 " O.C. I N FIELD GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND A880GIATED WORK 18 TO BE () II Cn PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONT. (TYF) 111 I. DESIGN AND LOAFING A ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING N OTE S (f� V I. BUILDING CODE REQUIp"IENTS FOR REINFORCED CONCRETE ACI 318 a : 2X WALL FRAMING I Q _j Q 2. FLORIDA BUILDING CODE 2001 TO BE II II I -1 - 1-U 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (8CHEDULE 40) (3) 1/2 "XS" ANCHOR ;BOLTS I OUTSIDE BAR _� tU / `• 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. WIND EXPOSURE '5' 8" CMU FILL-ED ��, Or (3) 1/2 "X8" J-BOLTS #5 REBAR II II Q Q U Z U NTERNAL PRESSURE CO -EFFICIENT 418 THRU -IS 2) WATER LINES SHALL BE CPVC. i�flN. 6" EMBEDMENT Z Z Z Q 2.SOIL CELL (Tl'P.) II Z 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC W/ 2 "X2 "X1/8 WASHER AND = _ _ _ _ II II CONTINUOUS Z @ Z - tt = A CONTINUOUS WALL FOOTINGS. NUTIL ING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. V 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. EXT. FRAME WALL TO NUT SPACED EVENLY FROM = _ _ - _ - n U 3. CONCRETE AND REINFORCING U g @ A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET O (� O I /� I SPECIFICATIONS FOR 5TRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. IN JOINTS PRIOR TO FILLING. = T'I'P- EXTERIOi'R SHEATHING B.ALL CONCRETE SHALL DEVOLOPNINIMUM COMPRES51VE STRENGTH OF 2500 = PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLoW FREYENTER. (SLEEVED ANCHOR IN SOLID # `Q ATTACHMENT FOR ROOF SHEATHING C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR &I I, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO POUR ACCEPTABLE RETROFIT) 25u MIN. LAP @ 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE Fool OF TANK SURFACE AREA. TYf=. REBAR LAP NOTE A I ROOF L�ALOADS OF 20 PSF BUILDING COPE 2001 CHAPTER I6 WHEN I I I }�}� B) PLUMBING FIXTURES, TRIM, ACCE880RIE8, COLORS, ETC. SHALL W CORNERS HEN GLUED TO ROOF MEI IVER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED Z & " - 8" 1@ EDGES 4 10 " -12 " IN F E I L D 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BOND BEAM 2 -#5 s REBAR s I STORY A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PEIRMITTED (ALL LUMBER EXPOSED TO TIE TO HORZ. BARS } 3-#5'8 REBAR 6 2 STORY SHALL BE PRESSURE TREATEwpATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SEPARATPLUMBINGECON SEE ACOOORLCONTRACTOR'SHALLPROVIDE IDENGINEERED COPIES OF SHOP 8-BU LT GS ' I 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 8" MIN. EMBEDMENT O TYP. EXTERIOR SHEATHING ATTACHMENT A. PRE-ENGNEERED WOOD TRUSSE5 SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE. U FOR J• HEAR AND Uf=J-- IFT FLORIDA BUILDING CODE 2001 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, • (O.5.B. TO BE STRUCTURAL, GRADE) PRIOR t0 FABRICATION. RIDGES. HORz. REINFORCING VERT. RE INF. 1. GAS DOOR 12) 512E AND LOCATION OF CLEANOUtS SHALL CONFORM t0 FLORIDA oo IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST. PLUMBING CODE CURRENT EDITION. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER CELL ARE NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 6. ASPHALT SHINGLES 2001. #06 GUN NAILS e A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. #/\ 10 12 " O.G. IN FIELD FOUNDATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAYING I6 GALLON FLUSH TYPE cv CLEANOUT REQID � /�� 1. FOUNDATION DESIGN EASED ON 2000 P.SF. MIN. ALLOWAF3L.E B�s EARIN BLOCK NOTES FOR GROUT LIFT Q PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONA> 5 FT. UNLESS POURED LENTIL A 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND HAVE A NETIAREA N ACCORDANCE C.oMMPRE551VE STRENGTT OF IWO PSIp SHALL SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR H01�z. REINFORCING Z (L/ FOOTING DUJL IS o' CONT. (TYf=) Z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 1. MORTAR SHALL BE TYPE N N ACCORDANCE WITH ASTM C2-10. 11 HOOK NOT REQ�D• ..e METAL ACCESSORIES �, Z 6 3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 P51 W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE = AGGREGATE FOLLOWING: HORIZONTAL/VERTICAL REINFORCING r(1 O PRE -CAST HDR. �`� X�ECSrtARAGE DOOR BUCK lU/ 4. ALL SLA55 SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA386 OR PLATEFOR JOINT , HEADED REINFORCEMENT EENTT AND BAR ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. A5TM A366 FOR SHEET METAL ANCHORS AND TIES. (3) 1/2 "XS" ANCHOR BOLTS @ 5. REINFORCED STEEL: ASTM ACWE5, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED or (3) 1/2 "XS" J-BOLTS TiP. FLOOR DECKING SHALL BE S DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO REQUIREMENTS OF A5TM A90. (o" EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST HORIZ. RAR8 AND LAP VERTICAL BARS TO DOWELS MIN. 251. MASONRY WORK, GENERAL: W1 2 "X2 "X1/S WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 51DE OF ALL WOOD 8" CMU FILLED ` � 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE NUT 5PACED EVENLY FROM EA. SHEET TO BE GLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' FULL WIDTH of FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY CELL (T1'P_) �' _ FLOOR TO GARAGE DOOR HDR. AT 3' O.C. STARTING AT 8' OFF EACH CORNER 2. BEDOANNDD HEAD JOINTS BE LBE 3/5' / ' AND S D JOINTS. EXP05ED JOIST 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN I`fA5ONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 1-2X(o PT BLOCK a CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.G. POOR HEADER lU/(1) 8. FOOTING REINFORCING SHALL SE 2-«5 RE5ARS I -STORY, RE INFORCING STEEL, GENERAL: 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1 REINFORCING BAR ARC IN HALL BE SAME o. 5 BARS. MAY BE BUNDLED. (U 1/2 XS ANCHOR BOLTS CORNERS. USE CORNER BARS OR BEND R1=BAR. LAP A Or (1) 1/2 "XS" J -BOLTS MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 ANp Ip "IF 6 " EMBEDMENT 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. W/ 2 X2 X1/S WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE BAKERS CROSSING IMONOLITHIC BLOCK DETAILS NOTES DATE:7/18/03 SCALE: V4'=1'-®' SHEET DI OF 4 0- 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND 6 2X4 SUB -BAND FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB -BAND FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD 2X6 SUS -BAND � METAL LATH ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4�-0�� O.G. MAX WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS = ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" D.G. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" OSB OR -I/5" TEXTURED 71 ASPHALT SHINGLES. -1/16" DSB SHEATHING 1/2" PLYWOOD FIN15H OVER #15 FELT R-19 INSULATION METAL DRIP EDGE �- OR 1/2" PLY. W/ 15# FELT -I/16" OSB. SHEATHINC$ FIBERGLASS SHINGLES __-Ooqnnnnnn A I R-1� INSULATION OR 1/2" PLY. ON #15 FELT OVER HURRICANE STRAPS -1/16 OSS. SHEATHING TO BE GLUED WOOD 2X4CCONTJ (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -+ ROOF TRUSSES O.C. � NAILED FOR CONNECTOR) 1/2" GLG. BOARD 4 TEXT. FOR PROPER 24" METAL DRIP EDGE O (1, CONT. 2X4 DOUBLE PLATE (TYP.) LL UPRIGHTSBIOVER 4' 10' ACKAT BRACING HETA-16 5 EDDED ALUM. FINISHED VENTED SOFFIT No LINT E 6TRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT _u 1/2" GLG BOARD 4 TEXT. 1/8" TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) GMUS R-113 INSULATION ' TEXTURED 3/4 Y � G PLYWOOD 7/0"TEXTURED FINISH ON -I/16" O.S.B. SHEATHING FINISH �' PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED mum OR 1/2" PLY. ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. \ SEE FLRJELEV FOR DES. �— SILL (SHEATHING MUST BREAK MIINLINE) FLOOR JOISY/ FLOOR TRUSS 2X PLATE SECURE 1/2 GLG. BOARD TEXT. SEE FRAME PLANS TO DBL W/ TOP PLATE TWO STOF,� PRE -CAST SILL — 1/2" DRYWALL 2X4 RE-FORCEMENT (CONY.) FOR JOIST TYPE SIMPSON HTG-4 32" O.G. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR M6TA-24 24" O.G. MAX �R L a" GMU R-4.2 INSULATION O (i)#5 CONY. OR HDR SIZEAN IX2 P.T. FURRING STRIPS HEYA-16 IX2 FURRING STRIPS BAND DETAIL FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD BASE SEE FLRJELEV FOR DES. SILL 3 8" LINTEL BLOCK FILLED u I/2" DRYWALL -1/16" OSB SHEATHING WOOD BASE (TYP.) PRE-GAST LINTEL OR 1/2' PLY. UNDER Q co FELT BARRIER-AE3 TRUSSALUM. WINDOW FLOOR JOIST/ FRE (01,X01 #10 W.W.M. SEE FLRJELEV FOR DES. SILL FLOOR TRUSS 1/2" GLG. BOARD 4 TEXT. OR FIBER MESH SEE FRAME PLANS c•�P_4 32" O_C. '� STUD 2X4 DBL. TOP PLAT o REINFORCEMENT FOR JOIST TYPE PRE -CAST SILL GONG. SLAB OVER CLEAN, " HETA-16 � 32 O. G. MAX 1/2 GLG. BOARD 4 TEXT .. 1/2 DRYWALL FGOMPACT,TERMITE TREATED O (ll#5 CONY. z w z_ w SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS } T> 1 _4 2 #5 GONT. 8 GMU BARRIER,W/6X6 #10 WWM a LINTEL(BLOCDK 1X2 FURRING STRIPS 2X4 CONT. STRESS ')1(0" O.C. N O _ O TEXTURED FINISH 1/4" E3LOCKINC� MID -WALL umu WOOD BASE (TYP.) PRE -CAST LINTEL ° ° 1/2" DRYWALL 2X4 PT. PLAT c) °� —� 5P-4 32" O.C. STUD 1/2"X9" A.B. 32" O.C. ALUM. WINDOW (WHEN UP IPT)� 6" EMBEDMENT TYP. WALL SECTION � � � SEE FLR./ELEV FOR DES. SILL BLK. 1 STOR,I' ° ° WOOD BASE (TYP.) z = # — CONC. SLAB 6 X6 10 W.W.M. PRE -CAST SILL 4" w Z 35's CONY OR FIBER MESH GONG. SLAB2 #5'S CONY.�,4 _ _ REINFORCEMENT } > 1'_8„ a" GMU 6 MIL VIS 11-411 m OU VAPOR BARRIER -STORY TEXTURED FINISH 1/4" INTERIOR BEARING WALL ASPHALT SHINGLES OVER TYP. WALL SECTION � NOTE: FOR WALLS W/FLOOR LOAD ONLY O = DO NOT INSTALL CONNECTORS. #15 FELT ON 1/16" D.S.B. 2"X4" BLOCKING2 '- SHEATHING OR 1/2' PLY FIRST TWO BAYS 2 - STORM' z METAL DRIP EDGE 4'-0" O.G. MAX T_K, 0 ( 6"X6" #10 W.WM. 2X4 DBL TOP PLAYS 2X4 SUB -BAND O REINFORRCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS Z w Z FEILD STREAM FOR PROPER (SEE TRUSS PLAN) } } 2X6 SUB -BAND a LAKE KEHOE,CYPRESS HEAD BRACING = O Y O (3) #5's CONT. JL1 ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE U �n U 1/2 PRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O_G. ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOCK 2X4 SPF STIFFBAGK AT SECOND FLOOR FRAMF �1/16" o.s.e ALL UPRIGHTS OVER 4'-10"UmuufluuuuuutK� m2X4 16" O.G. MAX (SEE TRUSS ENG. FOR SIZE)mr 7/8" TEXTURED FINISH — HEADER (SEE PLANS) OVER 151" FELT OVER 1/2" GLG. BOARD 4 TEXT. PRE -1=AB TRUSS 2X4 PT. 2"X4" NAILER GONT, 1/2" GLG. BOARD 4 TEXT. TEXTURED FINISH 1/ 6" O.S.B. S E THING BY. PLATE OR 1/2" PLY. 2X4 DBL. TOP PLATE ON GALV D. META 5 1/2" X 9" A.B W/ (2) LAYERS -LA SF-4 32" O.C. Q STUD LATH OVE TYVE MIN. 6 EMBEDMENT D.S.S.SECURE EA, LAYER 2x4 P.T. PLATE W/ ° W/2 ad,s a"-12" O.G. -�.- HDR. STUDS)/JAGK(S) 1/2" DRYWALL OF #15 FEL :':'3 2" DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS I 'J 032" O.C. MAX CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT L6 r 12 " „ SPUD To HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS Q1(0" O.C. ,�,;;; ; W/2 DIA. AT 32 O. C. 32 O.C.MAX KING STUD(S) 6P-4 BLOCKING MID -WALL • s,' ,• SECURE TRUSS TO 2X6 W/ TOP 4 BOTTOM) V { 12d @ 6"-8° GONG. FILLED LINTEL 3/4 T4G SUBPLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROp GLUED 4 NAILED 4" O. G. -a EDGE 6" O. C. a IN FEILD all CMU PLR. JST. SIZE SEE FRAME PLAN TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4's R-4.2 INSULATION NAIL PER SCHEDULE 2nd PLR. STUD TO 1 1/2" GLG. BOARD 4 TEXT. Ist PLR. STUD 2x4 DBL. TOP PLATS 1.000D �R'A1"f TO BLK. 1/2" DRYWALL - _ _ - _ _ _ — — _ _ — F M5TA-3& 32" O.G. 1/2" DRYWALL 2X4 WOOD 5TUD5 2X4 CONT. STRESS �1(0" O.G. WOOD BASE I I I I I I BLOCKING MID -WALL II II NAIL PER S2X4 PT. PLATE CHEDULE/ Q I I I I I I BOLT PER FND. PLAN SP-4 3211 O.G. a)STUD —� 1/2 Xc3„ A.B. 3211 O.C. MIN. 6" EMBEDMENT 00 �� 6"X6" #10 W.W.M. CONC. SLAB n u z ® 2X8 RIDGE W (L 0 o OR FIBER MESH 4 4 2X4 COLLAR TIE } O z REINFORCEMENT T Tf= EXTEizloiz OPENING IN FRAME 3 05s CONT. 1 8„ = EVERY OTHER RAFTER f} z w 4 2 X6 RAFTS U m U 2 05 CONY. U cn T"i'P. WALL SECTION 2-STOR�1' 2-126 EVERY TRUSS 3-126 RAFTE INTERIOR BEARING WALL IX6 NAILER 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/16" O.S.B. 1X8 NAILER I � OR I/2" PLY. 2-12d EVERY YRUSS BL�G. -STORY CGABL � MINIM1JM WALL AND HEA1DPR CONS_ IDETAIL/VALLE ' STUB R�UIR'�MNTS .a MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-01 4'-11 1/2" -1'-11 1/2- AND UP NUMBER OF HEADER 5TUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS ;ROSSING LOT #118 I PHASE #2,111 MONOLITHIC BLOCK DETAILS & NOTES mommmmmo DATE: 7/18/03 SCALE: 1/4's1'-0' SHEET 2 or 4 # IOOO UFL IFT SIMPSOM MTS-12 11/-1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UFL IFT (2)5IMP5OM MT6-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E WI-1 106 TO TRUSS AND (2 )1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL I -Russ 5 BOND BEAM TfRUSS ANCHOfR DETAI= fRETfROFIT S" MIN. LESS THAN 10' REQUIRES P NOSING DBL 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 R15ERS/TREAD5 ADJACENT TO EACH OTHER 3/0' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABIL ITY WINDERS- MIN. 6' WIDE 6 NARROW END MIN. 11" WIDTH -0 12" FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE — 2X4 STUD 1/16" OR 15/32' O.S.B. W/1/0' TEXTURED FINISHED OVER GE ALVINIXD METAL PAPER BACK LATH SIMPSON H-5 (MIN.) ® 2X4 TO TRUSS PRE. FNG. TRUSS 2X4 BTM. PLATE 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - Ixe RISER LESS THAN 4' TYI BETWEEN SPINDLES 5104 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' FRAMED CRICKET I1tm HANG 1/2' G 1X I" NOSING TYP. c{l E r FINISH ID LANDING 120 z P. STAIfR SECTION DETAILS PRF. FNG. TRUE IX2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/8' TEXTURE FINISHED OVER GALVINIZED MF PAPER BACK 1 CHIINE`' PETAIL5 CRICKET Sli'IPSON 14-5 (MIN.) 2X4 TO TRUSS SECTION 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 36" MIN. FINISH STAIfR IJINEDE [DETAIL ASPHALT SHINGLES OVER 15 FELT ON 1/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d w EA TRUSS ( DIAGONAIL BRACE f/ TO COVER 5-TRUS5,E6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 055 SHEATHING USE Sd NAILS AT 4' oz. EDGE 4 6' o4. FIELD 2X6 f-T. PLATE BOLT W/ I/2'X9 A$. COMMOM (W/ 2 DIA. WASHERS) 32' O.G. MAX. 1/2' CLG. BOARD TRUSS 24" oc. NAIL 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 BRAG. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-O' (3) 'X' BRAGE (i 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROMM CENTER TO END) GA5LE ENS CIROSS 5RAGING 1=5T0 �' F62ECURE X4SECURE TO 2X4 BLK W/2-12d TQ BLIC W/ META-Ib 2X4X4' SECURE TO TRUSS W/ 3-12d O C. MAX TYP. ELK SECURE THRU TRUSS W/3-12de O'D TRUSS 24' O.C. MAX 2' _0" EXTEN6I0N OFT SE1RVICE F,)f), N.T.S. METAL LATH 1/16" OSB OR12X(c TEXTURED 1/2" PLYWOODFINISH W/ 15# FELT (CONT.) SIMPSON HETA-16 2X4 (CONT.) EXPANSION JOINT CMU'S TEXTURED -ilFINISH TWO STOR ' (2) 2X4 *2 ND SYP DIAGONAIL BRACE— W/ 3-126 a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUS6ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/I6" 055 SHEATHING USE 8d NAILS AT 4" oz. EDGE 4 6' oz. FIELD 2X4 W/ 3/8' X 5 LAG OR 81MPS0N HTC-4 ® 32' O.G. MAX SHEATHING, NAILING TO BE 6"-V O.G. IN FIELD 4' O.C.gALL EDGES W/8d NAILS -1/16 " OSB OR 1/2" PLYWOOD W/ 15# FELT J,-2X(o (CONT.) 2X FLOOR JOIST 2X4 (CONT.) 2" MIN. OVERLAP — CAULK SIMPSON HETA-16 CMU's TEXTURED FINISH TWO STOR1' FIRST FLOOR E3LOCK SECOND FLOOR FRAMING * 15 FELT ON 1/16' O.S.B. SH /2' CLG. BOARD -TRUSS 24' oz- BAIL CONT. RAT RUN TO INSUTION rRU65 W/ (2) 12d e EA. TRUSS R-1,3 MILAN. ?X4 SYP RAT ADJACENT rO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.G. MAX- 2X4 BTM. PLATE SUB -FLOOR 4AILED HETA-16' FLR JST TO BLK \\—FLR TRUSS 1-05 REBAR CONT. 0'-O' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) A5LE ENS CF055 5f'ACIN 2-ST0fR-�' BAKERS CROSSING LOT #118 PHASE #2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 7/18/03 SCALE: 1/4N E I' -ON SHEET 3 or 4 1 � 2 1 P-003 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4: CED MIN EMBEDMENT 1 1/49 SECURE TO BLOCK 8' FROM EACH END AND 18' W/3/16" TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK 6IZE.145 2 X ro (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN HEAD SIZE 300 MIN HEAP SIZE 300 18" O.G. MAX. SPACING. MIN EMBEDMENT 1 1/4') 1 I/4') 2 X 6: S' FROM EACH END AND 18- PRECAST HEAPER(MIN) S' FROM EACH ENID ANDS ShtENT SECURE t0 BLOCK O.G. MAX. MIN 1-1/4' EMBEDMENT D.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPGONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EXISTING BLK ABV. • PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN OR DRIVE PIN (MIN SHANK SIZE.145 1/4" TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 16" HIEGHT. MIN HEAD SIZE .300 7/5' TEXTURED FINISH WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/49 i/16' 055 SHEATHING 18" O.C. MAX. SPACING. 8' FROM EACH END AND 15" 8' FROM EACH END AND 18" 2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HIEGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 IWHEN OVER 16' IN HIEGHT.) 2 X 8: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X SOLID BLK'G m ARCH SECURE TO BLOCK --1/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 '1/16' 05B SHEATHING 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE 8' CMU - 1'X4" OR 1'X2' P.T. NAILER MIN HEAD SIZE 300 GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTORB SPECS. PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4") 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 - --DOOR CASING 8' FROM EACH END AND 18- CMU WALL MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 O.G. MAX. MIN 1-1/4' EMBEDMENT *NOTE: NO GAP A WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED t0 PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X p0 NOT EXEGEp 1/4'. AfP-,CHWA� DETAIL 1(oII AND UNIDE F�,). AfRCHLUANT" DETAIL CUTAUJA`I PER MANUFAGTOR'S DETAILS. t:;)001R JA1-I TO E3LOC;< 1=1/211 + 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 ,[) PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18' �/8' TEXTURED FINISH O.G. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP TO FIT 1/16' OSB SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/2-12d6 6'-S' O.G. MAX. IX4 P.T. OR 5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 4 16' O.G. MAX.(WHEN OVER 1(o' IN HIEGHT.) SECURE THUR FRAME AND EXTEND 1-1/4" INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16' IN H11=CsHT.) W/3/16' TAPGONS OR DRIVE PIN (MIN SHANK 6IZE.145 MIN EMBEDMENT 1 1/4") a'FROM EACH ENE) AND IS- 2 X SOLID BLK'G • ARCH SECURE W/2-12d EACH END MIN HEAD SIZE 300 �— I/2" DRYWALL O.C. MAX. MIN 1-1/4' EMBEDMENT l/lro' 055 SHEATHING MIN EMBEDMENT 1 1/4') S" CMU - I'X4' OR I'X2' P.T. NAILER 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' D.G. MAX.(WHEN OVER 16' IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S SPECS. REFER TO MANUFACTURING DETAILS FOR SPACING. DOOR CASING OR DRIVE PIN (MIN SHANK SIZE.145 17, 2X4 BLOCKS MTL WpW FRAME NOTE: NO GAP • WDW FRAME MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 CMU WALL TO EXCEED 1/4' NOTE: SHIM AS NEEDED 8' FROM EACH END AND 18' POOR JAMB TO PLUMB B O.G. MAX. MIN 1-I/4' EMBEDMENT A CHUJA�' [DETAIL CUTAUJ�� DO NOT EXCCED 1/4'. AfRCHUJA'� DETAIL 1(o11 ANE) Uf= � D00fR JA115 TO 5LOGf< 3/4 OfR 5/4 DBL. TOP PLATE � DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 16' O.C. MAX. Ir 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2-12d • 6'-8' O.C. STAGGERED SECURE 2X4 TO WOOD W/2-12d g 6'-5" O.G. STAGGERED BT. PLATE ol BT. PLATE SECURE 2X4 W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONSC�-iW�� MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE .300 EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN S' OF EACH END NOT TO MIN. 2-12d PER BLK. EA. END 1/2" PLYWOOD EXCEED IS' O.CMAX. OR �/16' O_S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN, 2-126 PER BLK. EA. END OR 7/16' O.S.B. XT FIO A CHUJA*'� UJ/LUINIDOLU BAKERS CROSSING I LOT #118 INJ[ONOLITHIC BLOCK DETAILS NOTES DATE: 7/18/03 SCALE: 1/42:1'-0' SHEET D40F 4 JUL 2 1 2003