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Home My WebLink About269 Clydesdale Cir 04-1573C ► PERMIT kqSC/t/4esc(QJe. CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # PERMIT DESCRIPTION PERMIT VALUATION _ SQUARE FOOTAGE _ DATE G DESIGN CRITERIA: 9 9 9 9 " 07 FLORIDA BUILDING CODE FBC 2001 9 OCCUPANCY - RESIDENTIAL - GROUP R 1794 1� • CONSTRUCTION TYPE- VI ® 1-STORY RESIDENCE: BLDG HGT 18' -5" 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 10PSF DEAD FLOORS @ NON -SLEEPING AREA-40PSF LIVE' 10PSF DEAD BALCONIES-40PSF LIVE 10PSF 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 TON ° Jed www, drhorton. com CBC055300 5850 T.Cl. I taoca Blvcl Suitta 600 C>r1anc1c> 857-9101 Fax: i857-9228 INDEX: PG Cl-COVER PAGE. PG 1-FOUNDATION PLAN DOWEL LAYOUT PG 1A-LINTEL SCHEDULE PG 113-WIND LOAD CALCULATIONS PG 2-FLOOR PLAN PG 3A ELEVATION" A" PG 313-ELEVATION"B" PG 4A ELEVATION "A",,PG 4B-ELEVATIONB PG 5A-TRUSS PLAN"A" PG 5B-TRUSS PLAN"B" PG 6-ELECTRICAL PLAN PG DI-FND DETAILS GENERAL NOTES PG D2-CROSS SECTIONS PG D3-MISC, DETAILS PG D4-CROSS SECTIONS PG D5-DOOR/WINDOWS DETAILS D.R. HORTON HOMES 5850 T.G. Lee Blvd Suite 600 Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: r F-)L A �S rZEVIE kff 0TV OF SANFORD 407) 774-4078 FEB o � 4 q 0 iLL I BAKERS CROSSING LOT# 32 PHASE 2 DATE: 5 /14 /0 3 S C Ar..E: V4121'-01 SHEET C I OF O� 24"XO 24"X12" CONC. PAD /3 - 05 BARS E.W. .W. N.B. ■■■■■■■■I "— — I �II �j II II�I ,■ � j � �' III I I /D35II' I D10 DD1 I l ._IIIII I III IIIIIIII II ■■■■■ _1 C .I I �<- �rTtI' -. DYPI . MIN. 3" COVER 4 I/2 SLAB GONG. mD-31/2 `/I_LLII II ■ I �� IN -'-8" FIN. GONG. SLAB FEH- WR7L TUB 3 I/2LONG. REINFORCED W/ro"xro"#10/im WWM ON ro-MI1_we► Li VAPOR BARRIER ON WELL-GOMFJAGTEp CLEAN TERMITE TREATED SILL ORX APPROVED SUBSTITUTE, oo iQ (RECRUIT = SYSTEMS uiSK 4" 19' }'I_4-9" O p m0a WALL I OPT. OPT. W� RED. L_J X --, EXTEND uUU OPT. SLA3 11/2" 4° PV.C. ° D. CNA.SE I/2" 0" WATER NEATER /CONDCONIC- 131/2° IN SA=TEY PAN I N 11_rnll _/SLAB -O" 13'-rll2'-2"3' EXTEND SLAB 1 1/2 I—� 4 3i-411 4'I O 31/241/2 31/2"O SLAB " 19'-411 35'-m" ui � i 21'—/Jj11 11_�II I N I c!� o 0 nn �t Nm bN- - I N ■■■■■■ CJ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■ - �N- NO cal � 11-oll ■ ■■ \-/ —17 �OPT, a°W2X6J[c/ — L� WALL LU TF r 771 \ N. NJ GONG-J NI q�,— Lo =m NJ w 101-011AL 4'-0 DOWEL PLAN FU'--"'UNDATIU'--"'N PLAN r A q 0 � BAKERS CROSSINI LOT#179 MODEL 9 4 99 uuNDATIor PLAN DC>WE]L, PLAN DATE: 02/19/04 scALE: V4'.1'-m' O SHEET 21'—/Jj11 11_�II I N I c!� o 0 nn �t Nm bN- - I N ■■■■■■ CJ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■ - �N- NO cal � 11-oll ■ ■■ \-/ —17 �OPT, a°W2X6J[c/ — L� WALL LU TF r 771 \ N. NJ GONG-J NI q�,— Lo =m NJ w 101-011AL 4'-0 DOWEL PLAN FU'--"'UNDATIU'--"'N PLAN r A q 0 � BAKERS CROSSINI LOT#179 MODEL 9 4 99 uuNDATIor PLAN DC>WE]L, PLAN DATE: 02/19/04 scALE: V4'.1'-m' O SHEET � BAKERS CROSSINI LOT#179 MODEL 9 4 99 uuNDATIor PLAN DC>WE]L, PLAN DATE: 02/19/04 scALE: V4'.1'-m' O SHEET O� 144 } w 0 e BAKERS :BOSSING SOT#1794 MODEL: 9 9 1 7 e_1' R 9 9 9 4 99 LINTEL PLAN DATE:02/19/04 SCALE: V41011-01 SHEET IA OF 6 o� qN 0 �e BAKERS RO S S ING jOT#1'794 MODEL: 9 1 7 eJ R " 9 9 4" WINDLOAD CALCULATIONS 00 DATE: 02/19/04 SC AT: V4' ■ 1'-®' SHEET I B OF 6 35'-ID"Jil LIVING 1I��- 60. '�T - EXTERIOR MASONRY' WALL BRCS. NE IGHTS BRCS 4 ° 9' - BRCS. S.we. a 0 PLAN FEB 2 04 C,4izACE LANAI 31 83 50. SQ. . FT. FT. TOTAL 2275 50. 8a4 2ro'-8 '-ID" 25-SN 25-SN S.UJ.S. EGRESS S.IU.S. S.LU.S. S.UJ.S. EC -CRESS PRE-C,4S1' — I� � � LANAI 9'-4° � OWNER'S �j � I I I I I SUITE I -' �'-lID° I I I I I I - � 6ID68 SCUD— i i I ■ FAMILY TILE LINE � ROOM 0BATH' �c� U TILE ° o zO � � 0 14 -a 11 - 9'-4" CL�. LAV. ' aCtQ � � = W.I.C. - ® Q zl cp i 91-411 CLC�. i � TEMP. CxLS_ ° � � } A � N w Q m 0 BAKERS CROSSING LOT#1794 O 1VJL %0 D E L: 9 4 99 FLOOR PLAN ®�1 DATE: 02/19/04 SCALE: 1/4'el'-®l SHEET OF III a KEY DETAIL I�6 1'-0" _ 0'-0" FIN. FLR. 9'-4" 0'-0" FIN. FLR. lZink"t"1100,111 I�6 TEXTURED � FINISH CRICKET_ 36 "X20" SCORED DECO. LOUvER i SCORED B,4ND F-1-1-1—F—F—F—F— F—F-1-1—F—F—F—F— F-F-1-1—F—F—F—F— III Mill,,�Hl W-5" 5LDG. HGT. V-4" 5RG. �r b- m .I, 0'-0" FIN. FL OL 9'-4" BRG. TEXTURED / FINISH �/ 00 - 0'-0" FIN. FLR. FEB2 o � Irl w q q 0 ti BAKERS CROSSING LOT#1794 MODEL: 99179 R` 9 9 4" ELEVATIONS >>B" 00 (DATE: 0 2 /19 /0 4 scALE: V4'■l'-®' SHEET 3 B OF 6 a12 9'-4" C m ®'-O" FIN. FLR. 9'-4" BRCS. O' - m" FIN. FL TEXTURED / FINISH Di LEFT OFF-RIDCzE -�— VENT r---Tr=XTUfRF=lD � FINISH 3 9'-4" 15RCx. m'-O" FIN. FLR. 12 13'-4' BRCS. m 9'-4" BRC�a. m'-m" FIN. FLR. o� w A q W d. N 0 h BAKERS CROSSING LOTS, 1794 MODEL: 99 1 7 9 R9; 9 9 4" ELEVATIONS )> B" DATE: 0 2 /19 /0 4 SCALE: V4'-1'-0' SHEET 4 B OF 6 Q v DEADER eFAN CHART SINGLE STO -T' Afi PL.ICATION SIZE CLEAR SPAN DBL 2X6, DBL 2X8 D5L 2X10 D5L 2X12 UP TO 5'-4" 5'-4" TO I'-o" -1'-0" TO 10"-011 10'-0" AND OVER TWO 5TOR1' APPL IGAT ION DOWN STAIRS SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2X10 DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6' -4" TO 8"-0" 8'-V AND OVER TRUSS PLAN *CONNECTORS TO SE S IMP50N U.N.O. *TRUSS HANCxERS TO BE SUPPLIED ENG'D. 5Y TRUSS GO. *TRUS5 TO BLK META-16 W1 12 -10d *TRUSS TO WOOD MT8-12 W1 14 106 x 1/2" I 452 I --------------------( L — =�=r As2 I I l I As2 � � I I— I � A52 i I I I I I I Ael I/ \ A A A A -----_--=—_� A � A � A 2X54 ACCETSS L l — Al AG1 = = _ = = C w N611, II Q B IX12IB M CG BG 15M. T04X4 POST (2) MTS-12 POST TO E3LK. (2) META-16 o� w } w 4 w Q In �r � e BAKERS CROSSING MODEL: 991794 R9 9 9 4" TRUS S CLAN" B" 00 DATE: 02/19/04 sC AT : V414'-01 SHEET 5 B OF 6 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET 1/2 OF OUTLET 5 110V OUTLET WI WIRED tO SWITCH EQUIPED WITH 8GFI 110V OUTLET GROUND FAULT INTERUPTER 1b 220V OUTLET EXTERIOR GROUND FAULT GFI WATERPROOF OUTLET INTERUPTER SWITCH �3 SWITCH 3-WAY OPER. It4 SWITCH 4-WAY OPER. (1 WALL MOUNTED LIGH ( ) CEILING LIGHT l VAPOR PRO VP LIGHT RECESSED CAN 1 CPM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. PT. -��- 2' LIGHT STRIP 4' LIGHT STRIP PLO LIGHTGHTT RAP AROUND - 1 2' FLOURECENT - - - - 4' FLOURECENT ® PANEL METER SMOKE 5Att.5ACK-UP C°OS_D_ W/ E DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH D 1 SCONNECT AIR. COND. a/C DISCONNECT TV TELEVISION JACK CEILING CREING Pox REQUIRED TO FAN/LIGHT PE SUPPORTED IN ACCORDANCE W/ PDX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER � RE -WIRE PRE -WIRE Pf i METER FIELD VERIFY 4/0 ALU. CABLE 150 AMP METER BASE METER MAIN DISCONNECT COMBO SQUARED TYP A/C 150 150 AMP DISC. AMP. INSIDE MAIN PANEL #12 COPPER TO DISC. LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #S COPPER TO RANGE UNDERGROUND SERVICE BY POWER CO. 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTKICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. TO SEWER V -I '__J, L E C T R I C A L P L -t\, NL LOC. OF T.Y. AND PH. OUTLETS 4 FAN TO BE VERIFIED '@HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. �k-3" Y.T.R. I i PLUMBING RISER, 4 -2 " V.T.R. I I I LAY. I 1 1/2" r �'11111 BAKERS CROSSING LOT#1794 1 1�JL u LJE L o ELECTRICAL PLAN ('DATE: 0 2 /19 /0 4 SC AT 1/4' ■ 1'-®' SHEET 6 OF 2X4 DBL SP-4 16" O.C./EA. STUp TOP PLATE 2X4 MID -WALL 2BLKC MID -WALL MIN. ro" E 5EDM SNT 1 3' O.C.V .I II # II II II 1/2" X 9" A.B. 32" O.C. BLKG 2" ABV. CON(. _ 0 X� 10 W.W.M. 05 REBAR SET IN 2 00 1/2 X 9 A.B. 32 O.C. 2X4 M I D - WALL z �PS1 EPDXY 25" MIN. ABV. (o" EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/ro MIN. EMBEDMENT 16" O.C. MAX. I(o" O.C. MAX. `4"Xro° #lo W.W.M. II"x�" 010 W.W.M. 2X4 P.T. SP-4 fro" O.C./EA. STUD SP-4 16" O.C./EA. STUD--, PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE (2) CONT. 05 REBARST4'p� 00 °° W CON(. SLAB 'f4 9--y p CON(. SLAB _ - - = 2-#5'S ON CHAIRS Z��I 1'_8�1 �II z B GONG. SLAB ,I I� m TYP. RETROFIT FOR ALL 2 #'S CONT. 4 11-0" 3 #5'S CONT. 2 05's CONT. 1'-O" 0__OMITTED FOUNDATION DOWELS TYP. WALL SECTION j 1,000D FRAME FOOTING BLK. SINGLE STORY INT RIO><' B t4R(NG WALL INTERIOR B I=,4RING I�JAI.I fNTERIOR BEARING WALL/NO UPLIFT 1= STOR�1' � 2 -STORM' � 1-STORY 3 1/2" a HEAD OF GARAGE 3 1/2HEAD OF GARAGE 0.—� DOWEL BARCONE SIDE *5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 5/S° DIM VARIES 9' ANCHOR BOLTS AT 3' O.G. g" ANCHOR BOLTS At 3' O.G. -f El/allC B II 6 "X6 " /S" CURB ro "6 #l0 W.W.M. 7 5UII X" #l0 W.W.M. CURB 6� "X" #l0 W.W.M. ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT II N MIN �" EMBEDMENT &"X6" #10 W.W.M. EXTEND 1 1/211 II 611X6 " #10 W.W.M. =n r (K I� RECESS /2" q II F o II - o 2-#5'S ON CHAIRS _ I 2-#5'5 ON CHAIRS _ `� U °� C3-5'5 W/2-5TORY) 4 4 8 0 0 = SINGLE (3-5'S W/2-STORY) SI" NGLE' 4 m 1 -o„ ]'-all 3 #5'S ON CHAIRS STORY STORY 2 #5 S ON CHAIRS 11-all 1-8 two TWO THIICKEN EDGE GARAGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP stoRY STo�Y � INSIDE FTC. AT GARAGE STEP-UP �'� 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURD GARAGE CURB 1-5TORY BEARING WALL DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, QL COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8allCMU GARAGE SLAB `V L, MIL. VIS. VAPOR TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING CHAIRS (MIN. 3" COVER) � A 411 Z �o'X�" #lo W.W.M. SPACES AT EACH END. GRADE m SLIDING DOOR TRACK RAFTER OR TRUSS m SLOPE CON(. CURB WALL 8" CON(. DRIVEWA`I' = 11/45 REPAR coNT. ROOF SHEATHING 2'-0" ' I TO FRONT(1/4"-1/2") 1 I/2" II 9 1/2 BE�'OUNp GAizAGE DOOR �� nP�tl [Nir� o o 3 #5' 5 CONT. I'-S" 3" MIN. COVER � ° 4 z --a' CMU TYP. :,X. • •, , — �i :. rib T-vl✓ Gt-iH0r ^*• t,•,r. v2 «rota F5i GONG. 6L/At:s W/ WIRr=MESH cv=R ca 2�'X24" EXT. PAD SLAB AT SL. GLASS DOOR •, r• 6 MIL VAPOR BARRIER BUILDING LENGTH 2-STORY FOOTING w ON CLEAN WELL COMPACTED TERMITE TREATED SOIL. ROOF SHEATHING LA,I'oUT 1 AND ENDWALL BRACING 3" MIN COVER REBAR 3REBAR CONT. FOUR GABLE END FRAMING M �I II II II I PIPE FOOTING II II p I I II II II I I #86 GUN NAILS POURED LENTIL TO BE II II II --� 112" O.C. IN FIELD Q'Lu OUTSIDE BAR CONT. (TYP) #5 REBAR II II I �e: 2X WALL FRAMING II I I DOWEL LAPPED Q . II II CONTINUOUS I I WITH WALL REINF. • •r•; }�.;,,.s;. ,w,.;;A; ,�';rti .r sr; :1•;'. - to 8 CMU (3) 1/2 XS ANCHOR BOLTS = _ _ _ = I r;}.• ��a.;:,• '. A'. �,��,'�, . FILLED or (3) 1/2"XS" J-BOLTS —J I 't� { {, z U CELL (TYP.)(Si' I :';:`••.;�„ .,'=-•�:r..%' �.• •.,��.a:.,,;. -�-''MIN. � EMBEDMENT •-• •c r ;,,r •;; r'•�•'� ,r! , ,;.•'�`••if,•:x,^••�• O W/ 2 "X2 "XI/S WASHER AN ; A .' z - 1 �— ---- ---- — 6'PVGGI-IASE � NUT SPACED EVENLY FROM WS REBAR CONT. EXT. FRAME WALL TO BLOCK WALL CONNECTION FLOOR TO BOND REAM. SET TYP. REB3° MIN COVER AR LAP TYP. FLOOR pECfGING IN JOINTS PRIOR TO FILLING. CORNERS (SLEEVED ANCHOR IN SOLID GROUTED 05 CORNER BAR ATTACH( TENT TO FLOOR J015T POUR ACCEPTABLE RETROFIT) 2-05's REBAR Q I STORY CELL ALL LAPS 25" MIN. EA. SHEET TO BE GLUED AT ALL J 3-#5's REBAR tv 2 STORY TYP. REBAR LAP EXPOSED JOIST GROUTED TIE TO HORZ. BARS I � � �� `� #8d GUN NAILS e4" O.G. #ad GUN NAILS e BD ONBEAM � � BRG HT TOP 4 BOTTOM EDGES 8" MIN. EMBEDMENT � e �" O.C. IN FIELD TIE TO HORZ.VARIES — 1 1/2" MIN. r— BARS u t 0" "MIN. EMBEDMENT GROUTED COVER `oa', POURED LENTIL @ q q BOND BEAM BRG. HT. CONT. (TYP) cp U HORZ. LLI VARIES "' =1+� W HORZ. REINFORCING VERT. REINIF. REINFORCING 1) #5 VERT. REINF. a `-` SIDES: Q Q q 11 Z U ' HOOK IN GROUTEID r° HOOK PRE -CAST HDR. z w z O ' IN GROUTED CELL 2X� GARAGE DOOR BUCK W/ z CELL (3) 1/2"XS" ANCHOR BOLTS Z z U �' 1 or (3) 1/2"XV J-BOLTS �j '� A CLEANOUT REQ'D °•,a (o" EMBEDMENT MIN. � O # —� FOR GROUT LIFT 811 GMU FILLED W/ 2"X2"X1/O WASHER AND O # TYP. EXTERIOR SHEATHING „� > 5 FT. UNLESS CELL (TYP.) NUT SPACED EVENLY FROM ATTACHII„IENT FOR ROOF 5HIEATHIING N CLE,ANOUT REQ'p HORZ. FOOTING DWL Is FLOOR To GARAGE DOOR HDR. REINFORCING NOT REC�'D. IN JOINTS PRIOR TO FILL INCH." . .. , .' •. a FOR; GROUT LIFT IT @ NOT -'" — — — > 5 F:T. UNLESS r" HOOK WHEN GLUED TO ROOF MEMBER HORZ. REINFORCING Z V FOOTING DWL IS 3 MIN. 1-2X& PT BLOCK a CENTER OF (o -all @ EDGES 4 10 12 IN FEILD KJ" NOOK y } NOT REQ'D. -: � T'" ''COVER DOOR HEADER 111/(1) HORIZONTAL/VERTfCAL REINFORCING cn O HORIZONTAL/VERTICAL (1) 1/2"XS" ANCHOR BOLTS C U �� REINFORCING BRG. CHANGE or (1) 1/2"X8" J-BOLTS TYP. EXTERIOR SHEATHING ATTACHr-IENT (ol" EMBEDMENT FOR SWEAR AND UPLIFT W/ 2 "X2 "X1/8 WASHER AND NUT ( O.S.B. TO BE STRUCTURAL GRAD E ) CONNECTORS FROM PLATE TO STUD TO PLATE 61 ARE NOT REQUIRED EXCEPT AT OPENINGS BAKERS CROSSING LOT#1794 MONOLITHIC BLOCK DETAILS NOTES DATE: 2/19/04 SC AT: 1/4' ■ 1'-01 SHEET D 1 of 5 2X4 5UB-5ANp CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE SCRAPS 2X4 SUB -BAND FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE S,WAVERLEE WOODS 2"X4" BLOCKING 2X6 51-15-BANp w FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE KEHOE,CPRESS HEAD 2X6 SUB -BAND 2X6 SUB-BANp 40TWO BAYS YMETAL LATH � '-" O.C. MAX ALOMA WOODS LAKE KEHOE,CYPRE55 HEAD LAKE KEHOE,CYPRE5S HEAD WRAPPED/ALUM FINISHED FA5GIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER 015 FELT OVER -1/16" OSB OR 1/8" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE -f/16" 055 SHEATHING 1/2" PLYWOOD FINISH OVER 15 FELT R-19 INSULATION _ R-19 INSULATION x OR 1/2" PLY. W/ 15# FELT -1/16" 055. SHEATHING FIBERGLASS SHINGLES OR 1/2" PLY. ON #15 FELT OVER I 3/4" T G PLYWOOD 2X4(CONT.) HURRICANE STRAPS �i/16 OSB. SHEATHING SEE TRU55 ENG. -� ROOF TRUSSES TO BE GLUED (SEE TRUSS PLAN R METAL DRIP EDGE FOR PROPE2 4 " O.C. 4 NAILED FOR CONNECTOR) 1/2" GLG. BOARD 4 TEXT_ METAL DRIP EDGE O (I)#5 CONT. 2X4 DOUBLE PLATE (TYP.) ALL UPRfGHTS4 5FF IOE R 4'-10" ACK AT BRACING HETA-16 ALUM. FINISHED VENTED SOFFIT EMBEDDED iX2 PURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS LINTEL STRAP ALUM. FINISHED VENTED SOFFIT 11/2" CLG BOARD 4 TEXT. -1/8" TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DE5. WOOD BASE (TYP.) R-19 INSULATION �/8"TEXTURED FINISH ON -i/16" O.S.B. SHEATHING CMU'S TEXTURED PRE -CAST LINTEL FELT BARRIER OVER CaLlED4 u� �Ep OD OR 1/2" PLY. �— FINf5H ALUM. WINDOW 7/16" 055 SHEATHING OR 1/2" PLY. \ SEE FLR./SEEN FOR DES. SILL (SHEATHING MUST BREAK MIN. INS) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 1/2" CLG. BOARD 4 TEXT. FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ TWO STOR PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SfMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX SEE I-IRU66 PLAN allCMu R-4.2 INSULATION O C1 5 CONT. I FOR HDR SIZE 1X2 P.T. FURRING STRIPS HETA-16 1X2 FURRING STRIPS /� �jAND DETAIL FOR, JSt TO BLK ALUM. WINDOW TEXTURED FIN15H i/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL �/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER q PELT BARRIER PRE -FAB TRUSS z <( ALUM. WINDOW �/ FLOOR J0I5T/ 61I X6" #i0 W.W.M. SEE FLR./ELEV FOR DES. &ILL OR FIBER MESH FLOOR TRUSS SR-4 32" O_C. STUD 2X4CDBL TOP PLATE j SEE FRAME PLANS o REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE GONC. SLAB OVER CLEAN, HETA-16"a 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT... 1/2" DRYWALL w z �, COMPACT,TERMITE TREATED O (i)#5 GONT. SOIL OVER 6 MiL ViS. VAPOR 2X4 WOOD STUDS � � z u l 8" CMU 8" LINTEL BLOCK " N p m }O 1'-4" 2 #5 CONT. BARRIER,W/6X6 #10 WWM (FILLED) IX2 FURRING STRIPS 2X4 CONT. STRESS e1(0 O.C. BLOCKING MID -WALL TEXTURED FINISH 1/4" - ° ° 1/2" DRYWALL WOOD BASE (TYPJ PRE -CAST LINTEL - 2X4 PT. fi�LATE ALUM. WINDOW SP-4 32" O.C. e STUD 1/2 "X9" A.B. 32" O.C. z fY SEE FLR./ELEv FOR DES. (WIDEN Ui�LIFT�� 6 EMBEDMENT T�I'F�'. 1.U,4LL SECT ION -° � � SILL o BL.iG. -:�T OR�I' O O # WOOD BASE (TYP.) CONG. SLAB�t4O 6 X6 lm W.W.M. PRE -CAST SILL '' Z fY 3 #5's CONt OR FIBER MESH CONC. SLAB 2 #S'S CONT. 4" "y ° w I. I� RE INFORCEMENT 1 4 m }} 1'-8° 8 cmu 6 MIL VIS 1-STOR�1' VAPOR BARRIER TEXTURED FINISH I/4" INTERIOR B RiNG WALL T,1'F'. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER � O Q � DO NOT INSTALL CONNECTORS. 5 FELT ON 1/16" O.S.B. 2"X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORY - � z 4'-0" O.C. MAX 6"X6" #lm W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE - � O O OR FIBER MESH 2X4 SUB-BANp � RE INFORCEMENIT FEILCHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS z fx FEILD STREAM FOR PROPER 2X6 SUB-BANp (SEE TRUSS PLAN) w z >u l LAKE KEHOE,CYPRESS HEAD BRACING } Y } C3) #5's CONT. ALOMA WOODS ROOF TRUSSES Q DBL. TOP PLATE `V m I/2" DRY WALL WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G.CRIPPLE 5TUD5 FiRST FLOOR BLOCiG ENG. GABLE TRUSS R-19 INSULATION � SECOND FLOOR F �1'1 2X4 SPF STIFFBACK AT R � ALL UPRfGHTS OVER 4'-10" � (SEE TRUSS ENG. FOR SIZE) 2X4 16" O.G. MAX HEADER (SEE PLANS) 7/S" TEXTURED FINISH —�= PRE -F/�B TRUSS OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. 1/16" O.S.B. SHEATHING 2X4 FT.2"X4" NAILER CONT, %� I/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OR 1/2" PLY. (2) LAYERS '-i/16 —/ 2X4 DBL. TOP PLATE ON GALV'D. META 1/2" X 9" A.B W/ SP-4 32 O.C. STUD LATH OVE TYVE ;•. '•.:•;, MIN. 6" EMBEDMENT O.S.B.SECURE EA, LAYER HDR. 5TUD(5)/JACK(5) 1/2 DRYWALL .,-. 2" DIA. WASHER 2x4 P.T. PLATE W/ ° W/2 Sd,s 8"-12" O.C. �-► '"'` 32" O.C. MAX 1/2 "X9" ANCHOR BOLT5 MAX. MIN. 6" EMBEDMENT 2X4 WOOD STUDS #5 REBAR CONT. W/2" DIA. AT 32" O. C. 1/2" X 9" .M X J-BOLT STUD T FULL LENGTH STUD(5)/ 2X4 CONT. STRESS '�1(0" O.C. � 32 O.C.MAX STUD TO NDR. ,•':�;;;• SECURE TRUSS TO 2X6 W/ KING STUD(S) SF-4 BLOCKING MiD-W,4LL ,,,,;:;•: COP 4 BOTTOM) 2d Q 6°-8° CONC. PILLED LINTEL 3/4" TAG SUBFLOOR .y,.�,,•.r,; PLYWOOD TO TRUSS NAILING BLK. REINF. WITHCll#5 ROD GLUED � NAILED ' 4" O. C. ,@ EDGE �;.•. 'r'� •'. ,� • i 6 O. C. 6 IN FEILD •••.a.•y: 8" CMU L FLR. JST. SIZE SEE FRAME PLAN -.'r •• TEXTURE FfNISN IX2 F.T. FURRING STRIPS SHEATHING OVER 2X4' •....•. •. R-4.2 INSULATION NAiL PER 5GHEDULE 2nd FLiR. STUD TO 1 1/2" CLG. BOARD 4 TEXT. 1/2" DRYWALL - _ _ - - _ _ - - - - - 15t FLR. STUD 2X4 DBL. TOP PLATE I.000D I=RAM TO B L.K. IT — — — — —1 M5TA-36 321, O.C. 1/2" DRYWALL 2X4 WOOD STUDS N I I I I I I 2X4 CONT. STRESS Woo�1�" O.C. D BASE I I I I I I BLOCKING MiD-WALL II II NAIL PER SCHEDULE/ 2X4 PT. FLATE o I I I I I I BOLT PER FNp. PLAN SF-4 32" O.C. a) STUD 1/2"X9" A.B. 3211 O.C. 4 MiN. 6" EMBEDMENT z y- Q) 6 "X6" #10 W.W.M. 2X8 RIDGE p- CONC. SLAB z - 2X4 COLLAR TIE } O v o OR FIBER MESH 3'S CONT. 411 41 O EVERY OTHER RAFTER O REINFORCEMENT TT'P EXTEiRIOR OPENING IN FRAt-IE _ w Z 1 -8 m LL 2X6 RAFTS OfK Y> ff 4 u1 2 12d EVERY TRUSS - O 0 } 2 #5 CONT. U 1'-4" T''F. WALL SECTION 2-STOR,1' IX6 NAILER 3-12d RAFTER INT FP, OR BEARING WALL. 3-12d TO NAILER J NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. OR 1/2" PLY. 1X8 NAILER 2-12d EVERY TRUSS < 4 CONV. A1„I f NG DETA f VAL=L E� � BLK. 1-SToR�i' (GABLE) M1NfMUM LUAL=L AND HEADER STUD ROU i RMNTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-m" TO 8'-0' 4'-I1 1/2' -1'-I1 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#1794 MONOLITHIC BLOCK DETAILS & NOTES MEMO DATE: 2/19/04 SCAI..E: V4141-0' SHEET D 2 OF 5 # 1000 UFL IFT SIMPSOM MTS-12 W/1 106 TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT (2)5IMPSOM MT5-12 ONE EA. SIDE OF TRl OPPOSITE SIDE OF F W/-i IOd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL rRUS& FINISH g LANDING 3 5OND BEAM TRJSs ANCHOR DETAIL = RE TfROR T 9" MIN. LESS THAN 10" REQUIRES 1' N05ING DBL 2X12 FLOOR JOIST WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO F5C 2001 2RAT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RI5ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. C6' WIDE -w NARROW END MIN. 11' WIDTH m 12' FROM NARROW ENE) 34' MIN. HANDRAIL HGT. 1X2 PT.TOP OF BOX DBL. TOP PLATE - 2x4 STUD '1/IFi' OR 15/32' O.S.S. W111V TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN ) ® 2X4 To TRUSS PRE. ENS. TRUSS 3/4' PLYWOOD 2X12 TREAD CUT TO FIT ,— 1X8 RISER LESS THAN 4" TYP, BETWEEN SPINDLES 1-- 5P4 OR H-5 TOP PLATE TO STUDS 2'-O' A5V. 10'-0' LEVEL TO ROOF OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0' `V 10' - 0' FRAMED CRICKET HANG 1/2" G 1X 1' NOSING TYP. m � t' STAIR, 5 C;Ti0 ! DETAILS C4r-INE�' DETAILS 1(MIN.) 2X4 BTM. PLATE -� I I I Imo— s2X TO TRUSS SECTION PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA 1/1W OR 15/32' Wr1/8' TEXTURE FINISHED OVER GALVINIXED ME PAPER SACK 1. CRICKET 2'-5-1/2" fL,4N VIEW 2X4 STUDS FROM TRUSS STUDS TO D5L. PLATES A5V. 12" 3C " MIN. FINISH S T A I F, UJIND fR DETAIL ASPHALT 5HINGLE5 OVER M 15 FELT ON 1/16' (2) 2X4 "2 ND SYP DIAGONAIL 5RACE TO COVER S-TRUSSES DIACONATE BRACE 2X4 BLOCKING FIRST 2 BAYS (2) Imd NAILS EA SEAMS ND TO TRUSS 2X4 SYP 8TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' -f/16' 05B SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' ar- FIELD lk 2X6 PT. PLATE DOLT W/ 1/2'X9 A.B. COMMON (W/ V DIA. WASHERS) g 32" O.C. MAX. I/2" CLC. BOARD TRUSS 24' oc. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 126 w EA. TRUSS R-19 MIN. 1-S RE5AR CONT. 2X4 SPF RAT ADJAC NT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 6 0'-0" (3) 'X' BRACE N 'X' BRACE tv CENTER) (2 'X' BRAGE DIVIDED EQUALY FROM CENTER TO END) G�AE3LE END CFOSS f5RACIN(:� ]-STORE' 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ 5LK W/ META-16 `2X4X4' SECURE TO TRUSS W/ 3-12d W-13' O.C. MAX TYP. 2x4 51-K SECURE THRU TRUSS W/3-12de "PER ENG'D TRUSS 24' O.C. MAX 21 -011 EXTENSION OFT SERVICE DR, N.T.S. METAL LATH 1/1(o" 055 OR TEXTURED 1/161, 055 OR 1/2' PLYWOOD FINISH 1/2" PLYWOOD W/ 15# FELT W/ 150 FELT 2X6 (CONY) 2Xo (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPAN51ON 2" MIN. lill THETA-16 JOINT OVERLAP CAULK CMU'S SIMPSON HETA-1(o CMU'S -E�LTEXTURED TEXTURED FINISH FINISH TWO STORM' TWO 51ORY (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU65ES 2X4 BLOCKING FIRST 2 RAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 5YP STIFFBACK AT ALL UPRIGHT5 OVER 4'-10' -1/16' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/13' X 5 LAG OR SIMPSON HTC-4 ®32' O.C. MAX SHEATHING NAILING TO BE Fi'-8' O ,. IN FIELD 4' O.C.GALL EDGES W/Sd NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMINe ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S.B. — \-7RU5SC I/2' CLC. BOARD NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2J 12d g EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL 5RACE. DBL TOP PLATE -2X4 STUD 16' O.G. MAX. -2X4 BTM. PLATE FLOOR ED HETA-16' FLR JST TO BLK FLR TRUSS 1- S RE 5AR CONT. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' 5RACE (1 'X BRACE tv CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GALE END CR05S 5RAC INe 2 = 5T0F,:) BAKERS CROSSING LOT#1794 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 2 /19 /0 4 SCALE: V41011'-0' SHEET D 3 or 5 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' 2 X 4 (MIN 2 X 3) I-3/16 TAPCON O.C. MAX. MIN 1- 1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1- 1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK 8IZE.145 SS THAN LE16' THAN LE EXISTING BLK ARV. MIN HEAD 612E 300 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 11/41) . OR DRIVE PIN (MIN SHANK SIZE.145 I/4' TEXTURED FINISH 8' FROM EACH END AND 15" MIN HEAD 512E 3ID0 1/8' TEXTURED FINISH O.C. MAX. MIN I-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 1/16" 065 SHEATHING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN NIEGNT.) OR DRIVE PIN (MIN SHANK SIZE.145 1/16' 065 SHEATHING O.C. MAX_ MIN 1-1/4I EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHTJ MIN HEAD 512E 1/4' TEMPERED MASONITE 2 X SOLIp BLK'G to ARCH SECURE W/2-12d EACH END MIN EMBEDMENT I 4') 1 1/ 8' FROM EACH ENp AND 18' 2X4 BLOCKS GLUE k NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S 5PEC'6. O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL IF NEEDED. MTL WDW FRAME •NOTE: NO GAP g WDW FRAME A CHLUA� IDTAIL 1,611 AND UNIDEfR, TO EXCEED 1/4' NAILING SGHE[DULE ROOF DIAP USEE1/1 0.8. I/Z' '8 ALL NOTES IN REFERENCE TO FLORI®A BUIL DING X I 2 X 3) 1-3/16 TAPCON 8/16' OR PLY WITH NAILS GUN AT 4' O.C. AT SUPPORTED PANEL EDGES AND $ GUN NAILS AT 6' O.C. AT DI INTEIO IEDIATE SUPPORTS. ALSO SEE DETAIL. CODE 2001 OR DRIVE PIN (MIN SHANK 5IZE.145 A PRECAST HEADER(MIN) MIN HEAP 61Z1= 300 ROOF BREATHING GABLE END FRAME MIN EMBEDMENT 1 1/4') DBL. TOP PLATE USE -e GUN NAILS . 4' O.G. 8" FROM EACH END AND 18' I'/8" TEXTURED FINISH EXTERIOR SHEATHING SITE PLAN NOTES O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN SECURE 2 X RIP TO FIT 1'/16' OSB SHEATHING USE 1/16' O-S8. OR 1/2' PLY WITH 'B GUN NAILB AT 6' O.C. AT PANEL SIDES AND -8 GUN NAILS 4' O.C. TOP 4 BOTTOM 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONit 16' HIEGHT. W/2-12dS 6'-8' O.C. MAX. PANEL AND "S GUN NAILS AT 6' O.C. AT INTEFtI"IEDIATE SUPPORTS. ALSO SEE DETAIL. U LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IV ABOVE CROWN OR DR P (MIN SHANK 61ZE.145 X 4 16' O.C. MAX.CWNEN OVER 16' IN HIEGHT.) NOTE: GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERWISE NOTED, THIS BUILDINCs IS NOT INTENDED TO BE MIN HEAD SIZE 300 MIAI CMLlCi"1M1=AIT I I/A1 2 X 4 (WHEN OVER 16' IN HIEGHT.) �1 U GPI Ir-� e-�I vim �. n t� NAIL REQUIREMENTS CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH PLR. ELEVATION ABV. 105' MEAN SEA LEVEL. CONTRACTOR ^SHALL VERIFY ELEVATION 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT I/4' TEMPERED MASONITE GLUE � NAIL W/Sd'S 8'-12' O.C. �JVJ_I L-- Fwi- Cz a FiKlil-} SECURE W/2-12d EACH END SIZE HEAD LENGHT DIA. TENSIL STR �� .�.n-, -�v-- v"-- w!in vil-PNcV f4IVV O=ALEP SURVEY. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RE67RICTIONS HAVING JURISDICTION. 3d ROUNDMOpIFIED OR T 1 1/8' .113 110'000 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1/16' OSB SHEATHING 2 X 4 IV O.C. MAX.CWP=N O\e*PQ Irn' IN UfFrLIT l IF NEEDED. ATTACHMENT PER MANUFACTOR'S SPECS. M71 1uf1111 toAtvl- 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE pRAINd6r: FACILITY. 106 z vB' )28 1i0jd00 - - - R DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS -- „.- --- 11w IG NOTE: NO GAP 9 WDW FRAME NOTE: NAILS TO BE MFG BY MEMBER OF INT. SILS TO E 4 TOOL ASSOCIATION 5) LANDSCAPING, IRRIGATION, BER"IING, ETC. SHALL CONFORM TO LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4'7-N-E, !'' - CMU WALL TO EXCEED 1/4' GENERAL NOTES A5 SELECTED BY BUILDER 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE 8 FROM EACH END AND IS' 1. DESIGN AND LOADING PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MAX. MIN I-I/4' EMBEDMENT I I I [DETAIL ��JO.C. I I I I I I J I rrr��AC A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 31B PLUMBING NOTE S l U 2. FLORIDA BUILDING CODE 2001 j-� C � LU A � DETAIL 16 I I A D U f=l 3. WIND SPEEDS I10-120 (PEROND SPEED MAP) 4. WIND IMPORTANCE FACTOR (1) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING I `I � 5. WIND EXPOSURE 'B' OFFICIAL. 6. INTERNAL PRESSURE CO -EFFICIENT +18 THRL! -18 2) WATER LINES SHALL BE CPVC. 2. SOIL A. NET ALLOWABLE 501L BEARfNG PRESSURE USED IN DE5IGNI 2000 PSI FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACII 318 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 MAXIMUM FLOW of l3) THREE GALLONS PER MINUTE EACH. P61 IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A6I6 OR (o1l, GRADE 40 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 4. DESIGN LOADS -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I6 EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK 5U54FACE AREA. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER A. ALL 6TRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT 644ALL 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_ 6. TRUSSES PLUMBING CONTRACTOR $HALL PROVIDE TWO COPIES OF 'AS -BUILT' A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN .ACCORDANCE WITH RISER DIAGRAMS AND Fl-AN LOCATIONS TO OWNER FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED (DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, -1. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA PLUMBING CODE CURIR$ENT EDITION. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 8. ASPHALT SHINGLE$ 13) FIXTURE SUPPLY SIZES $HALL CONFORM TO FLORIDA BUILDING CODE A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001. B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 FOU N CATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 15) ALL WATER CLOSETS SHALL BE WATER SAVING ib GALLON FLUSH TYPE 1• FOUNDATIONDESIGN BASED ON 2000 P.SP. MIN. ALLOWABLE BEARING BLOCK NOTES PRE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT DBL. TOP PLATE SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR HAVE A NET AREA COMMPRE861VE STRENGTT OF IWO PSI. B DBL. TOP PLATE MORTAR DBL. TOP PLATE 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. AGGREGATE METAL ACCESSORIES DBL. TOP PLATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. 2X4 16' O.G. MAX. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 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 CORROSION SHALL X4 16' O.C. MAX. HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS A90. FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' MASONRY WORK, GENNERRALAL:: SECURE 2X4 AT 3' O.G. STARTING AT 8' OFF EACH CORNER 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH of FACE SHELLS. MORTAR JOINT6 FOR SOLID MASONRY TO WOOD W/2-12d m 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. ROOF LIVE LOAD: 20 PSF 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. 6 -8 O.C. STAGGERED SECURE 2X4 WIND LOADS. IN ACCORDANCE W/FLORIpA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. TO WOOD W/2-12d PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL BT. PLATE or 6'-8' O.C. STAGGERED 8. FOOTING REINFORCING SHALL BE 2-+'S REBARS 1-STORY, JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR. LAP A I. REINFORCING STEEL SHALL BE N0. 5 BARS. CURE 2X4 W/2-3/16' TAPCONS BT. PLATE MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. OR DRIVE PIN (MIN SHANK SIZE.145 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED MIN HEAD SIZE 300 /� /'� II IIIIII I ��i"1WI� FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A6Pf, OR A"106. IN EMBEDMENT 11/4') SECURE 2X4 W/2-3/16' TAPCONS 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE ^ WITHIN 8' OF EACH END NOT TO OR DRIVE PIN (MIN SHANK 6IZE.145 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING a MIN HEAD SIZE 3ID0 SECURE TO SHEATHING W/ MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END NOT TO MIN. 2-12d PER BLK EA. END EXCEED IS' O.CMAX. I/2" PLYWOOD OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2" PLYWOOD MIN. 2-12d PER BLK EA. END OR 1/16" O.S.B. �1�1� ��1LU�� LU/LUf1��LU - T ICfP, U 4/4 BAKERS CROSSING LOT#1794 MONOLITHIC BLOCK DETAILS NOTES rDATE:2/19/04 SC AT: V4'■1'-m' SHEET D4OF 5 NOTE• 2 X 4: ® 2 X 4: 2 X 4: ® SECURE TO BLOCK 'NOTE' SECURE TO BLOCK STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16' TAPCONS OR DRIVE SECURED THROUGH NON-5TRUGTURAL W/3/16' TAPGONS OR DRIVE PIN (MIN SHANK 51ZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK SIZE.145 MEMBER ll'X OR . 1-1/ O.SB.) WITH PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE 300 MEMBER (1'X OR j/16" O_SB.) WITH MIN HEAD SIZE 300 INTO tAPGON MIN. 1-I/4' EMBEDMENT MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 3/16' TAPCON MIN. 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') INTO BLOCK. MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 INTO BLOCK WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 18' O.G. MAX. SPACING. 15' O.C. MAX. SPACING. 18' O.G. MAX. SPACING. 2 X 6: CE�:] _TL_l_ 2 X 6: CEKI _1_L__w 1X4 P.T. OR 52 X 6: ® /4' X 4' MIN. SECURE TO BLOCK SECURE TO BLOCK SECURE TE? FRAME AND W/2-3/16' TAPCON5 OR DRIVE W/2-3/16' TAPCON5 OR DRIVE EXTEND 1-I/4' INTO BLOCK SECURE TO BLOCK PIN (MIN SHANK 5IZE.145 PIN (MIN SHANK 51ZE.145 W/3/16' to /4' IN OR DRIVE W/2-3/16' TAPCONS OR DRIVE MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 D PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 1 1/ MIN HEAD SIZE 300 MIN EMBEDMENT t I/4') MIN EMBEDMENT 1 1/4') MIN HEAP SIZE .300 1/2' DRYWALL WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 MIN HEADEMBEDMENT I I/4') MIN EMBEDMENT 1 1/4") IS' O.G. MAX. SPACING. 18' O_G. MAX. SPACING. 8° CMU 1 X4 OR I X2 P.T. NAILER WITHIN 8' OF EACH END 4 11 WITHIN 8" OF EACH END 4 IS' O.G. MAX_ SPACING. " O.C. MAX. SPACING. 2 X 8: ® 2 X 8: 18 —DOOR CASING SECURE TO BLOCK I/2' DRY -WALL SECURE TO BLOCK I/2' DRYWALL F] W/2-3/16' TAPCONS OR DRIVE W/2-3/16' TAPGON5 OR DRIVE 8' GMU - I'X4' OR 1"X2" P.T.NAILER 8' CMU - 1'X4' OR 1'X2" P.T. NAILER NONE: 2 X 8° ® PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE_145 SHIM AS NEEDED SECURE TO BLOCK 1/2' DRYWALL DOORJAMB Tot PLUMB JAMB W/2-3/16' TAPCONS OR DRIVE 8' CMU 1"X4' OR I"x2' P.T. NAILER MIN HEAD SIZE 1 1/ 7/16'0.5.8 X G MIN.J MIN HEAD SIZE 1 1/ I'DO X l4' MIN.) ATTACH TO 2 X pQ NOT EXECED 1/4'. PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') POOR CASING MIN EMBEDMENT I I/4') DOOR CASING PER MANUFAGTOR'S DETAILS. MIN HEAD SIZE 300 DOOR CASING WITHIN 8' OF EACH ENp 4 WITHIN 8" OF EACH END 4 MIN EMBEDMENT 1 1/4') 18' O.C. MAX. SPACING. NOTE: 18' O.G. MAX. SPACING. / NOTE: DOOR JAMB SHIM A5 NEEDED DOOR JAMB NOTE: / WITHIN 8" OF EACH ENp 4 DOOR JAMB 5HIM AS NEEDED TO PLUMB JAMB OR WINDOW SHIM U NEEDED 18' O.C. MAX. SPACING. OR WINDOW TO PLUMB JAMB OR WINDOW D PLUMB JAMB ATTACH TO 2 X DO NOT EXECED 1/4'. ATTACH TO 2 X DO NOT EXECED I/4'. r,\ II �� f jj� �� /� � fR �� /� ATTACH to 2 X DO NOT EXECED 1/4". PER MANUFAGTOR'S DETAILS. PER MANUFACTOR'S DETAILS. �4 �/ PER MANUFACTOR'S DETAILS. � = 11 (�)=E)fp, 00J�1�� 0�1� �1=1�/1�'I � =�00� J�1�� 0 �L0C1� +2 1/`�/� 11 II UJIN��1=1 OUJ �0 �0�� 5/1� UJfN�O�U TO 5OC+2 1/4 UJINIDOUJ TO 5LOC< 2 X 4: ® 2-2 X 4:CED 2 X 4. 2 X 4: ® SECURE TO BLOCK -NOTE# SECURE TO BLOCK *NOTE,® SECURE To BLOCK STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16' TAPCONS OR DRIVE CONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/1/4' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTS D ,NOTE• SECURE TO BLOCK W/1/4" TAP W/3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK 51ZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 MIN HEAD SIZE 300 MEMBER (I'X OR �/16" 0.5k3.) WITH MIN HEAD SIZE 300 MEMBER (I'X OR "1/16' 0.5.5.) WITH MIN HEAD 51ZE 300 MEMBER (1'X OR i/16' O.S.BJ WITH MIN EMBEDMENT 1 1/4') 1/4" TAPCON MIN_ 1-1/4' EMBEDMENT IN HEAD 51 ENT 1 1/4'J MEMBER TAPCON MIN. 161 EMBEDMENT MIN EMBEpMENT 1 1/4") WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/4'J INT TA BLOCK. MIN. I-1/4' EMBEDMENT M E INTO BLOCK WITHIN 8' OF EACH END 4 WITHIN . OF EACH END 4 INTO BLOCK WITHIN 8' OF EACH END 4 18' O.G. MAX. SPACING. IS' O.G. MAX. SPACING. 18' O.G. MAX. SPACING. IS' O.C. MAX. SPACING. 2 X 6: ® 2-2 X 6: 2 X fo: ® SECURE TO BLOCK 5ECURE TO BLOCK 2 X 6: ® SECURE TO BLOCK SECURE To BLOCK W/2-3/16" TAPcONS OR DRIVE W/2-1/4' TAPCONS OR DRIVE W/IN (MI TSHA K OR DRIVE 4, W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 NOTE` MIN HEAD SIZE 300 MIN HEAD SIZE 300 NOTE: MIN HEAD 51ZE .300 SHIM AS NEEDED MIN HEAP SIZE 300 SHIM AS NIEEDED TO PLUMB JAMB MIN EMBEDMENT 1 1/4') MIN EMBEDMENT t I/4') MIN EMBEDMENT 1 1/4") TO PLUMB JAMB MIN EMBEDMENT I I/4') WITHIN S" OF EACH END 4 WITHIN 8' OF EACH END 4 F1 DO NOT EXECED 1/4'. WITHIN . OF EACH END 4 WITHIN 8' OF EACH END 4 Do NOT EXECED 1/4'. l8" O.C. MAX. SPACING. 18' O.G. MAX. SPACING. IS' O.C. MAX. SPACING. 18' O.C. MAX. SPACING. 2X8: ® 2X8: ® 2-2X8:® 2 X 8: ® SECURE TO BLOCK 1/2' pRYWALL SECURE TO BLOCK I/2" DRYWALL W/2-3/16' tAPGONS OR DRIVE SECURE TO BLOCK -1/2, DRI WALL SECURE TO BLOCK I/2' DRYWALL 5ECU 16" TAPGONS OR DRIVE 1'X4' OR 1'X2' P.T. NAILER W/2-1/4' TAPGON5 OR DRIVE W/2-1/4' TAPCONS OR DRIV%. CMU— I'X4" OR I'X2' P.T. NAILER PIN /16" SHANK SIZE.145 8' CMU-- 1'X4' OR I'X2' P.T. NAILER PIN (MIN SHANK 51ZE.145 8' CMU 1'X4' OR I"X2' P.T. NAILER PIN (MIN SHANK S(ZE.145 MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 7/16' O.S.B. X (4'MIN.) 1'P.T_ X (4' MIND MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/41) DOOR GA51NG MIN HEAP 51ZE 1 1/ MIN HEAD SIZE 1 11 MIN EMBEDMENT I I/4') -DOOR CASING WITHIN 8' OF EACH END 4 MIN EMBEDMENT I I/4') MIN EMBEDMENT 11/4') WITHIN a' OF EACH END 4 18" O.C. MAX. SPACING. WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 IS' O.C. MAX. SPACING. DOOR JAMB IS O.C. MAX. SPACING. DOOR CASING DOOR CASING DOOR JAMB POOR JAMB 18' O.C. MAX. SPACING. OR WINDOW 2ND 2x SECURE TO STRUCTUAL MEMBER OR WINDOW NOTE: NOTE: W/ (2) 12d WITHIN 8' OF EACH END ATTACH TO 2 X OR WINDOW SHIM A5 NEEDED DOOR JAMB SHIM AS NEEDED ATTACH TO 2 X W1 TO 8' O.C. MAX PER MANUFAGTOR'S DETAILS. ATTACH TO 2 X TO PLUMB JAMB ATTACH TO 2 X TO PLUMB JAMB PER MANUF!ACTOR'S DETAILS. PER MANUFACTOR'S DETAILS. p0 NOT EXECED 1/4'. 1PER MANUFACTOR'5 DETAILS. DO NOT EXECED 1/4'. I II - �� JJ 1 T O 5L0�< +3 - 1/1b 11 a-DoOfP., JX115 TO 5LOCL +3 3/4I J A115 TO 5L 0C1 3 8�jDoofz,:) _ /1 11 UJ I N[DOUJ TO 5L OC< +3 3/411 UJ f iN�� 0UJ TO 5 L 0 C � II UJINE)OW TO E3L0G< + 11 UUINDOUJ TO 5 0 (UJ/ NON-SrtizUGtURAL Mr=Mk3F-R TO oUrt51pE) FES I�'11111Lumill BAKERS CROSSING LOT#1794 I MONOLITHIC I BLOCK DETAILS 8c NOTES DATE: 2/19/04 SC ALE: AN E V-0' SHEET D 5 OF 5 c(0—(99 c s 35-0" 8)_4„ 26'-8„ 12'-0" CEILING AT ENTRY 0 w s N 5 8' 0 S w ,,t -, 6 � 1 -0" 65'-0" J 1 1 \ U I VU 1J f"1 lw I\J I\I—lXV 11\L1J DUE TO DEFLECTI❑N DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG. PACK) FOP: MAXIMUM WC11V�N�55, INSTALL 5*0NGr3ACK5 (fFOPE 5H[TflN6 15 APPLIff7 fO M, 55P5, ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 Sp 30' Span r less SOPr a r Bar an 60 degrees or less I 2/3 to 1/2 1/2 _ I L _ I Ta llne spun approx� Ta Unespan approx. REFER TO HIB-91 Truss rust be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. TH1515 A TP\U55 PLAC�WN!f PLAN. 15 IWT NPFP fO AIP IN THE IN9r&LA110N OF T%55�5, %6INFI�kFb fP\U55 PMWINGS AMP APCHItCTUPA 5 %Pp P\aPn THIS POCUMENT. TYPICAL WALL SECTION Alternate loading notes WIND SPD/TYPE=A20/, ENCLOSED OR: BLDG EXPOSURE= B USAGE-- RESIDENTIAL CAT II Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requirements of the Florida Building Code as follows: Up to 120 mph 3—second gust wind speed Enclosed buildings (landward of the wind—borne debris region) Exposure B s i t y 47 General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. 2) All hangers to be Simpson HUS26 unless otherwise noted. 3) All truss spacing is 24" O.C. unless otherwise noted. 4) Per Truss Plate Institute HIB-91 recommendation permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB-91 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD. = MPH UPLIFTS BASED ON= 10 PSF FLOOR LOADING SCHEDULE TCLL = PSF TCDL = PSF LBBCDL = PSF TAL = PSF UPLIFTS SPAN/UPLIFT A =< 450# _< B =< 270# _< C =< 200# _< D =< 210 _< WALL KEY 8i`OII KN�M&A fO12' + + + + + LOAD# DESCRIPTION INIT. DATE RA01 REV. BIB—B1 TRUSS LMG 1/22/01 RA01 REV A2,B2,C2 TRUSSES LMG 1/22/01 RA01 REVISED FOR FBC BJW 3/26/02 RA01 ADDED PROJ N48 CDM 2/2/04 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAXI ( 863) 294-2488 r__ _4� BUILDER: D.R. HORTON PROJECT: VARIOUS GB-1794 "B" CCA PROJ/MODEL: 5H4/N48 1794B GARAGE RIGHT C' ALT: OTC: LOT: BLOCK:d F ER PAGEG 4 99 LAN# SCALE 30723 1/4 11_11 KGS 2/12/2004 9:20 AM 30723R.DWC