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HomeMy WebLinkAbout142 Venetian Bay Cir 04-1023 New SFHCONTRACTOR _ Morrison. Homes 151 Southhall Ln #200 ADDRESS h _.Mait�larid,FL32751- 407-25 7-6940 CRC. 041.929- _ PHONE NUMBER _.. PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANIEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT,, 614 - 0 DATE lAl PERMIT DESCRIPTION AW PERMIT VALUATION 91 t% SQUARE TOOTAGE d t7 td cn cn r G; E NERAL NCT S DE5IGN'REaU I REMENT5 I DEVGWROOF LIVE LOAD 16 20 PSF. WIND DE61CaN LOAD INFORMATION - (PER FBC CHAPTER 16 SECTION 160(oll, REF. ASCE 1-98 CHAPTER (o) I. BASIC WIND SPEED - 120 MPH(3 SECOND GUST) 2. WIND JMRORTANCE FACTOR = 1.00 (ACSE -98, TABLE 6-1, PG55) BUILI.?I G CATEGORY = 1I (ASCE 1-98, TABLE 1-1, PGA) 3. WIND E*POSURE(ALL SIDES) =B (ASCE -98, SECTION 65b, PG28) 4. INTERNAL: PRE55URE COEFFICIENT5(A5CE 1-95, TABLE 6-71, PG.62) ENCLa3ED BUILDINGS 0.18 PARTIALLY ENCLOSED BUILDINGS - i0.55 (NOTE COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEM15ER(6) FALLS UNDER A8CE.1-98 DEFINITIONS CLASSIFYING AS SUCH) 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 P8F, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +I1 PSF (ACSE 1-95, TABLE 6-3A, PG51) POUNDAT10N6 1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98gn UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM-":1557 (MODIFIED PROCTOR) 2. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000 PSF CAST IN PLACE CONCRETE I ALL CONCRETE SHALL HAVE A MINIMUM COMPRE661VE STRENGTH4 AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS P, AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, 2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A6TM A-615 GRADE 40. 3 WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185 FOR 6x6xW1.4xW1.4 IUUF SHALL BE LAPPED AT LEAST 6" 4 CONTAIN AT LEAST ONE CRO56 WIRE WITHIN THE 6". F15EWIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING$," ACI 301. 5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6 MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS i ALL BOLTS 4 THREADED RODS TO BE A6TM A301 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (F'm = I900 P51) 2 MORTAR BHALL BE TYPE M OR 8, CONFORMING TO ASTM C2 "10. 3 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN I 4 COARSE GROUT SHALL CONFORM TO A5TM C416 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. 5 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. (b VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF V-0" UN.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. -1 REINFORCING STEEL 5HALL BE LAPPED MINIMUM 30" UNLE88 NOTED OTHERWISE ON THE DRAWINGS. 8 HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETER$ EXCLUDING BEND 9 EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FIELD REPAIR NOTES 1• DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMP50N STRONG TIE EPDXY OR EQUIVIL' ENT. FOLLOW MANUFACTURE'6 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING, ARE REMOVED FROM HOLE BY USING COMPRE55ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'6 SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 4 LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES 'INSTALLATION INSTRUCTIONS ARE FOLLOWED, 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)05 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTGJ 4. 2XI2'8 MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS 5. RIM BOARDS MAY BE USED FOR RISERS 4 TREADS IL'O 2xl2'6 6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS n , a � WOOD GON5TRUCT ION I WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITIONINDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND.1-1I6C. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. PREFABRICATED WOOD TRU55ES 1 ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL8 OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2 TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRU85ES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLE85 SPECIFIED OTHERWISE BY TRU55 ENGINEER OF RECORD 3 PREFABRICATED WOOD TRU55E5 SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4 TRU85 MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 5 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRU85 MANUFACTURER UNLE88 NOTED ON PLANS. 6 TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DE81GN LOAD8 : TOP CHORD : LL - 20 P6F (TRUSS MNF. MAY TAKE REDUCTION FOR (9:12 5LOPE5 OR GREATER) DL - 10 PSF(614INGLE TYPE ROOF COVER) DL 9 20 PSF(TILE TYPE ROOF COVER) DL - 14 PSF AT OVERBUILT BOTTOM CHORD : DL = 10 P6F WIND LOAD : SEE DESIGN REQUIREMENTS `1 THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND 51MILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRU55 TO TRUSS HANGERS. 8 PROVIDE ADDITIONAL BRACING AND BLOCKING PER H15-91 AND TRU55 MANUFACTURER'S DRAWINGS REVISIONS 10125/gq CHAN6E NAME FROM PINEHUR5T TO THE BROOKWOOD II/IQ/6101 WALK THRU REV1510N5 FROM II/12/qa 1) OPT. DEN TO BE SHOWN AS A DIFFERENT PLAN ( BROOKWOOD II ) 2) KITCHEN-ACCE55 FROM DINING TO KITCHEN TO BE OPTIONAL / ADD CABINETS TO THI5 LOCATION 3) KITCHEN -ADD WALL TO CL6.AT END OF UPPER C,ABINET5 (AT BARTOP LOCATION) 4) KITCHEN -PANTRY H6HT TO BE a'-O" PLANT SHELF ABOVE 5) M. BATHROOM - ADD 2668 SWING DR. IN LIEU OF BIFOLD AT M. -CL05ET 6) M. BATHROOM - ADD DETAIL AT LOW WALL AT TUB AND COUNTER -1) M. BATHROOM ELEG- ADD ( 1) 6-0" STRIP L1(5HT IN LIEU OF (2 SHOWN ) 8) ROTUNDA AND ENTRY ELEG- ADD ( 1) RECE55 CAN IN LIEU OF SURFACE MOUNT FIXTURE 9) REAR PORCH ELEG- ADD ( 1) SURFACE MOUNT L16HT FIXTURE IN LIEU OF (2 ) 5HOWN AND ADD (2) G.F.O. LOCATIONS 10) KITCHEN ELEG- ADD ( 4) RECE55 CAN L16HT FIXTURES IN LIEU OF FLUOR. SHOWN 1/&/00 CHANGE NAME FROM 023 TO IGrI 4/4/00 -'B' W/ STONE / 'D' ( OLD 'B' ) 11) 2002 CODE CHANGES b/24/03 - MONTA REVISIONS REDRAN NOTES: I. FRENCH POOR MASTER / LANAI DESIGN REQUIREMENTS 1. DESIGN LIVE LOADS ( MINIMUM ) V E N E I A N AAl Y L 45 A) FLOORS - 40 PSF B) BALCONIES - 40 PSF C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF I. CEILINGS TO BE DESIGNED AS COMPONENTS 4 CLADDING FOR 0-10 DEGREE ROOF ZONE 1 OR +10 P8F 4 -24.4 PSF. OVERHANGS ARE PART OF SOFFETS. 8. ALL MORR15ON HOMES RESIDENTIAL STRUCTURES ARE TO BE CONSIDERED AS FULLY ENCLOSED STRUCTURES. THE INTERNAL PRESSURE COEFFICIENTS FOR ENCLOSED BUILDINGS ARE PLU6/MINU5 0.10 PSF. (FROM ASCE 1-98, PAGE 62). TRU55E5 MAY OR MAY NOT BE DESIGNED FOR PARTIALLY ENCL05ED CONDITION, 4 THIS DOES NOT AFFECT OR CHANGE THE RATING OF THE ENTIRE STRUCTURE. THIS STRUCTURE IS DESIGNED TO WITHSTAND 120 MPH WINDS PER THE FLORIDA BUILDING CODE 2001 EDITION CHAPTER 16 (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. s t1l, "I , C CITY �,- AXE REV. 6/24/03 DRAWN BY: GHEGKED BY: DATE: 8/11/03 FILE NAME: 182300V L4o � d G2OZ "Mw 0 0 C3 cl EX P20� o U O O 2 a 9� r ~ U N fig r;, I 4" BACKSPLASH 5 1/2" EXTE D TO FASTI BABE 4" MTL. STUDS v I6" O.C. 1/211.M.R. GYP. BD. CERAMIC TILE I II SEA LANROo� ASE CABINET N TUB O-� C0UNtER/tU5 I.UALL DETAIL NICHE NICHE N WOOD CAP WOOD CAP 0 (: ® NIcHE DETAIL ® SCALE: 1/4" - 1'-0" LEGEND WINDOW / DOOR TYPE POSITIVE DE51GN + PRE55URE l PSF NEGATIVE DE51GN PRE55URE l P5F C 35 SH + 2 4.5 - 26.1 25 SH 25 SH 25 SH + 25.5 - 2111 co NN IN 18'-01, 22.-01! �2'-0" 14'-011 Z'-0" - 20'-811 P-4" ' HD. AT W.0" HD. AT W-0" EGRESS 7K 25 514 + 25.5 - 34.0 2'5X8'O FR. DR F+ 24-6 - 26.8 ® ------------------ LANAI8111211 ■ 22'-0"x8'-0" 9'-4" PLT. HT. 31_811 m 8'-4" M.U. 1 MASTER SUITE Ts _4' 25 SH + 25.5 - 21.1 16'-8"x13'-0" 9'-4" FLAT CLG. - ■ 61 . ! a � HEADER AT 8'-_ k Cf ao r- uEAD e'-0' ■ � CLG. r — — —1 m � ,� (p Q = u I 5' II I �'�� 51_811ii 1-21 Q 3'- 1"� 2'—III 31-211 y 9'-4" i GLG. TEMP. GL. ON TU8 DECK iv ■ 81011X 81011 S.G.D. + 22.9 n GREAT 00M B ( 19'-0"x13'-4" VAULTED CLG. 12'-0" 12.56.12 CLG. SLOPE VAULT HB. � CLG. VINYL GPi. f ATTIC l IACCE681 1 SEE DETAIL 122 X 36 1 I ■ THIS PAGE g1_2u 1-bxb-8 I I X I CPT. VINYL a L- — J '-10" I Z96:12 LAV. AGE SN. VAULTOVQRfF T Q I: a I I 13'-4 X 9'-0" Tuei F m VAULTED CLG. SHOILER II'-011 I 421 H. /,775'-I0" 6'-2" 21_ II 3'-2" _8 COUNTERTOP Q g0 LANT SHELF KNEE tt ASH_ OP ' 8'-m L To 9 UL44 BEDROOM 2 a FR o g; m"I I'-0' ep 14'-411 _ _ �g 11'-0"x10'-2" cLG. e = WALL TO 9'-4" FLAT CLG. ~ \ / cLG. _ NEII 0 L. %p II'_41' GLG. .fl � 0 I0"W/ DISP 1 - i 8 - 121_0" CLG. — _ ■ 0 � � 1 Ij l'-411 �' ARCH- I I TcH I 0 N CLG �La FROM V-6" - i�I VAULTED LG N ARGN- I I� 0u - - II'_411 2.96:IZ TO 9 -0" , ilia Q FROM 8'-6"� e® ® 9 �LG I I SLOPE _1 I_ 2-bx6-8 70 9'-0" NF' -4 SY Sy I PT. VINYLAA 21-511 [�1 4'-i" I�70"11'_ II 51_011 11 �IIIf� -6-0 3 I F0" X 42" X 4t1 I CONCI ABC PADI aFD - 12'-0' CLG. - 1 II'-4" CLG. I 0 ■ - - ---- ---- BEDROOM J ■ 11'-0"x10'-0"— e 9'-4" FLAT CLG. I n p I Q I I ARCHVlit-oilL I J Ffwm 81.6 le TO V-0" tt a � �i Q ■ ' 12'-011 9�_411 CLG. CLG. - INSULATE I 16PT.l I 1 e Q WALLS ®WING Q 12'-0"x11'-6" 9'-4" FLAT CLG. 22"x86" ATTIC ACCESS 1 - z" PH � I I I 3'_6" - W/ OPT. PULL -DOWN STAIRB 6 -8 8'-6" ■ ZZ Ic-/J ■ a e GARAGE N N 18'-8"x22'-0" 8'-0" PLT. HT. 9Q THIS STRUCTURE IS DESIGNED TO WITHSTAND 120 MPH WINDS PER THE FLORIDA BUILDING CODE 2001 EDITION CHAPTER 16 (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. F a ,W It'-811 lu DEN 0 ® ■ 11'-8"x11'-6" 0 CAM AW �t�t�t!!! 9'-4" FLAT CLG. ' y 2-2 X 10' A50 F:G. T 11 II — — — LINE OF GARAGE DOOR IN OPEN POSITION 4'-6' M.U. )'-4" r— — — — —1 ■ I I Q TDM. - t 9 �o _4" 'T 1 ° e in 1 12._�11 cn Q CLG. '0 X6'8 DrIl W/ 12" S.LITE + 24.1 - 26.9 P.G. ABOVE + 2 5.6 - 219 2-26 SH + 23.8 - 30fo v+ I 16'OXI10 I - — — — — APR HO. AT 8'-O" I OHD ■ - _ i + 22 - 24.2 I N 1 1 TAM. 81_®" 8" 61-4" 2'-0" 2'-0" I6'-0" M.U. 2'-011 11_01' 13'-01, 20'-0" 20'-011 40' If -(0" LIVING 19-115F. GARAGE 453 5F. LANAI li(0SF. ENTRY 40 5F. TOTAL 6Q. FT. 2640 5F. ■--------■ INDIGATE5 SHEARWALL FLOOR FLAN SCALE: 1/4" . I'-0" REV. 6124103 26 SH DRAWN BY: GHEGKED BY: DATE: 5/11/03 FILE NAME: 1523FP 2 - 2 6 Sl-N + 23B - 26.0 L4 r� o oz A w M (X i� v zo a NW ,� Tz? �rn CCoilil ;r 0 z'z' z p: j Z Nv z iJ z so 0o a6 �a I s i E{, 1,�.. y. e• ,4 e? d P , 1 � ' " r 1/2" G.W.B. OVER VAPOR s.;.F BARRIER W/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL — PRE-ENGINEERED WD TRUSS, 24" O.G. FURRING 24" O.C. ;- 8" ---- INSULATION 4" CONC. SLAB 12 (2500 P.S.L) W/ . — HURRICANE ANCHOR AT EACH TRUSS 6x6 10/10 W.W.M. 4. (1) (TYP) EMBED ANCHOR INTO WALL AND 6 MIL. VAPOR TI B SHINGLES ON BARRIER C (APPLIED ACCORDING TO MANUR SPEC) 150 ROOF FELT ON ROOF .;.� -_ _'� _ t �_ �,_• _ _ _., c�.. SHEATHING ON ROOF TRUSSES, ELEVATION VARIES CLEAN TOP OF MASONRY COMPACTED STANDARD ,. I!1" DRYWALL ALUM. DRIP EDGE DENSITY AND TERMITE TREATED — ix2 PT NAILER :' t.. "• T VENTED ALUM. SOFFIT ml II� 8 WHERE 2ND STORY OCCURS W TYP. SINGLE TIE -BEAM FTG SHALL BE 10" x 20" W/ (1) 05 CONT. GROUT SOLID 1 STEM WALL W/ CMU E3LOCK WINDOW PER WINDOW NOTES. SCHEDULE WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 2001 CHAPTER 1-1SECTION1101.4 ALL CONNECTIONS BY OTHERS SHALL BE CAPABLE OF RESISTING -35 PSF/+26 PSF 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/1/4"X3" TAPCONS E CMU BLOCK ALL LAP5 48 BAR DIAMETER MIN. S FROM FTG. TO i E BEAM SPLICE TO r RUNNING BAR MIN. 25" GROUT ELL SOLID i ou DOWEL LAPPED WITH WALL REINF. 1 � GRADE ITT—TI I � � irrrrar rrr rrr rrrrrr • Ilt Ua, ----- arr rr LZ #5 CORNER BAR GROUTED CELL "x16" CONC. FTG. ON(CHAIRS.ONT. g TYf. CORNER VERT, WALL RE IINFORCINC PRECAST ALL IV SILL TYP. � ALL 6" FROM EDGES AND 16" O.G. MAX. WINDOWS EXTERIOR FINISH (SEE ELEVATIONS) BUCKS LE55 THAN 2X t0 BE FASTENED 4" CONC. 5LA5 rl^- VERT REINF BEYOND W/GUT NAILS OR EQUIVALENT, STRUCTURAL PER BHT Al II CONNECTION OF WINDOW TO STRUCTURE j l BY OTHERS IN THIS CASE. OxOxl6 CONC BLOCK II. :I l,U I NIA OI,U/I OOI<? i I ° MAIN FLOOR t� A — — -- — — — — --°� ELEV 0 -0 SUCK I �lOTCj NTS 3/4" RECESS I C.M.U. FOUNDATION6 SLIDING : i� TTT I —III—III— I , PROVIDE VERT '5 DOWEL _ I I FSPECS GLASS DR. AT EACH FILLED CELL BEND— I. INTO FTG W/ 30" SPLICE LAP- --=1�T� � � - - - ITI T1T_TI7 Tf 1TI L,_,_ — 2—�5 CONT. , t f, re sf - s r • ,4 k r4 S. 5 k a i� WALL SECTION lU/ CMU / STEM WALL c �- ■lei BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER NOTE: ARCHLESS WINDOWS SIMILAR ARCP WINDOW FRAMING DETAIL 4 1/2" CASING ALUMINUM THRESHOLD 4" GONG. SLAB (2500 P.S.I.) W/ 6x6 10/10 W.W.M. 3/411 =1' -01' AND 6 MIL. VAPOR BARRIER 11/ SILL FORMED ON 517E SLOPE 1/4'1 5LIE)ING GLA55 I)R. �I y" PER F OT EXP JOINT i ►� EXTEice'IOil DOOP. FOURED SILLS P EDGE', ` 1 1/2" EDGES 2 1/2" EDGE-) II -- 10dX3" COMMON X �. 11/2" Ul N N 10dX3" " COMMON - COMMON Z Z Z OFF. SIDE X 10dX3" Co. • COMMON X OFF. SIDE (2)2X4's (2)2X6's 8 2X E3UILT-Uf= STUD COLUMN DETAILS NTS 1/2" GYP. BD. EA. SIDE OF 2x4'5 ID 16" O.C: GARAGE 24" INTERIOR m Q1/2" DIA. A.B. g } 32" O.C. 8,: 8" 01=1=5 T`FOOT I NCB NON 5EARINC 3/4"=1'-01, �y • X (2)2X8's 11,2 =1'—oil SP2 TOP S SPl BOTTOM EACH STUD, 2" X 4" STUDS 10 16" O.C. 1/2" GYP. BD. EA. SIDE OF 2x4'5 im 16" O.G. I GARAGE 24 INTERIOR W W 1/2" DIA. A.B. �► } 32" O.C. 0 I' (3) 05'5 CONT. W/ 3" MIN. CLEAR 10" 10" OOP=SEi' I=OOtfNCx BEARING 3/4" =1' - D" NTS WALL PL PLE4NTHING\ BEAUTY SHII W/ MASTIC C GARAGE WALL 3-1/2" CONC. SLAB 8" x 8" THICKENED ` EDGE W/ (1) 05 CONT. GARAGE [DOOR VVUKtV GLLL W/I VF�2 UAK CONT. FROM BEAM TO FOOTING. II STEP DOWN TIE E3EA I 4" CONC. SLAB GRADE =fi l—T- •.�t j-••'••.�' 1r"'IT Tii—T TI �— -. x 8" THICKENED SLAB W/ (1) "5 CONT- 14 T4CKENED EDGE )VED M015TURE BARRIER :SS THAN No. 15 FELT AFT WATER PROOF COVERING =LGA. GAL-�V- STEEL o -OR BE INTIgRLOCKING SAND CONFORM 5TM D 255 OR ASTM D 3462 1/2"= P-0 2x4 BLOCKS, (2) Ibd NAILS EA. END. BLOCK ADJACENT BAYS ® EA. DIAGONAL AS BHOWN- FASTEN ROOF BREATHING TO BLOCKS w/8d NAILS im 6" O.C. (5) Ibd NAILS BRACE TO PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL. FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING s 48" OG. MAX. 45' FROM HORIZONTAL (+/- 10') BRACING NOT REQ.'D WITHIN 6'-0" OF EAVES PT 2X8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE Ibd NAILS GABLE END TRUSS TO PL7 012" O.C. MAX. — OCMU UJ,4LL GABLE E NTS 3/4" =1' -0 1'-4" M �-- CONT. 2X4 - 2X4'8 ® 24" Or — REFER TO PLANS FOR EXACT SIZE OF O.N. PRE-ENGINEERED GABLE END TRUS8 GABLE END BNEATI-IING FASTEN PER PLAN SPLICE AS REQ'D. SIMP80N NG4oEA- „ HOL BRACE TO PLT. a 1/2" J-BOLTS WAWASHERB(MIN. 6" EMBED) MIN- 6" FROM EA. END AND 9 32" O.C. MAX. L5TA-12++24" O.G. BOT. OF PLT. TO GABLE TRUSS, ATTACH STRAP TO PLT. BEFORE PLT. 18 INSTALLED TIE BEAM COURSE W/(P5 CONT. CMU WALL BELOW ND WFLAT CL . NTS 2x4 BLOCKS, (2) 16d NAILS a EA. END. BLOCK ADJACENT BAYS ® EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS a 16" O.G. (5) Ibd NAILS OUTLOOKERS TO TRUSS. PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. ' (2) 16d NAILS OUTLOOKERS TO TRUSS. 1'-4" MA CONT. 2X4 -2X4'8 ® 24" O-C. REFER TO PLANS FOR EXACT SIZE OF OA. H-10 6 EA. TRU85 GABLE END SHEATHING FASTEN PER PLAN. SIMPSON HGA-10 48" O.G. DBL. 2x4 TOP PLT. REV. :12/ 1/02 DRA AN BY: CHECKED BY: DATE: Va/03 FILE NAME: 1&230T1 W h a M o6 = :i m� N oz �I a �w Z JyAF�— �v 80�� GABLE BRACING a 48" O.C. MAX. 45' FROM HORIZONTAL C+/- 10') 2X4'516 O.C. SIMPSON P-10 D IAGONALTO Ln TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. GABLE ENDar-LAT CEILING (5ALLOON FRAMED WALL) UNDERLAYMENT TO CONFORM WITH A57M D 226, TYPE I, OR ASTM D 4869 PROVIDE MIN. 2(oo GA. GALV. STEEL DRIP EDGE NOTES: I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP (UPPER LEVER OVER LOWER LEVEL) a 6" LAP AT VERTICAL JOINTS FASTEN PER MAN. SPECS. 2. UNDERLAYMENT APPLICATION - FOR SLOPES 4:12 AND ABOVE - MIN. 1 LAYER �� 4. DRIP EDGE - START AT EAVE ( PARALLEL) PROVIDE MIN. 2 LAP W/ SUCCESSIVE LAYERS. MIN. 26 GA. GALV. STEEL AND OVERLAP A MIN. OF 2" FASTEN PER MAN. SPECS. DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES AND EXTEND BACK t0 THE ROOF MIN. 2" NOTE: ALL FASTENERS FOR UNDERLAYMENT TO DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION BE MIN. 12 GAxlli4" CORROSION RESISTANT ANNULAR RESISTANT ANNULAR RING SHANK NAILS g 12" O.C. MAX. RING SHANK OR COIL ROOFING NAILS THROUGH 32 GAxl6i8" DIAMETER TIN CAP. 5. FLASHING - MIN. 26 GA GALV. STEEL FASTENED PER MAN. SPECS. 3. ASPHALT SHINGLES - FASTENINGx - (4) NAILS FOR EVERY FULL SHINGLE, 6. VALLEY LINING(CLOSED VALLEY) - Ill FROM EA. EDGE 0 12" O.G., NAIL ROW TO BE LOCATED APPROX. 5gi8" FROM LOWER PORTION. PROVIDE (I)LAYER OF 36" WIDE ASTM D 1910 COMPLIANT UNDER..AYMENT ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GAxP CORROSION RESISTANT ROOFING NAILS W/ 31a" HEAD. USE ROOFING CEMENT FOR MAN. SPECS. LN NAILING SCI4EDULE: FOR WALLS AND ROOFS 04 ROOF: WITHIN 4'-0" OF ALL EAVES, GABLES,RIDGES,AND HIPS: NAIL 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS ON EACH PANEL: ALL OTHER AREAS SHALL BE NAILED 6" O.G. AT THE EDGE AND 12" O.C. mum IN THE INTERIOR OF THE PANEL. NAIL SHEATHING AT 4" O.G. INTO ALL GABLE END TRUSS TOP CHORDS. SIDEWALL/ GABLE ENDS: ALL SHEATHING FOR SIDEWALLS AND GABLE END WALLS SHALL BE NAILED 6" O.C. AT THE EDGES AND 12" O.G. AT INTERMEDIATE SUPPORTS. FULL DEPTH BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS NOT OCCURING AT PLATES. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, COMMON,RING OF SPIRAL SHANK, OR HOT PIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. FOR GUN DRIVEN NAILS, THE HEAD AND SHANK SHALL BE THE SAME AS SEQUENCE NO. FOR HAND DRIVEN NAILS. SHEET NO. [DETAIL THIS STRUCTURE IS DESIGNED TO WITHSTAND FL AN 120 MPH WINDS PER THE FLORIDA BUILDING CODE 2001 EDITION CHAPTER 16 00 (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. u � m t• x„ da Cl 6 xM � Ky f D BLOCK TIEBEAM'. v w/ 1.a' REE3AR 2 05 REBAR W/(GABLE.ENDJ� , 'i t x 4 r., I 7 2 t ! 3 k* �M A . tfi � j' NOTE -MAY GUT BACK 2 x 8 P.T. WINDOW OPENING BELOW TYPICAL ROOF 6HEATHING ANCHOR PER \ TRUSS LAYOUT TOP TO ALLOW CONT. 2x4 5LOCKINC; AROUND CURVE ..'.'...... . MIN. 2 TAPCON ANCHORS ........ ...:" H2.5 STUD TO /— 24" TO 2X8 _ _ :::::::::.::' PLATE (TYP) u1 4 r 2 x 4 SPI~ CONTIUOU5 BLOCKING ATTACHED TO -1/16 " 05B w/ 2 16d NAILS 2 x 6 P. T. w/ TAPCON �HW4-234 ( 1/4 x 2 3/4 12 ac MAX. PRECAST VARIES WINDOW OR DOOR OPENING DETAIL_ 5TACKED ARC�4 WINDOW FRAM INe 1/2 ROUND OR ELIPTICAL WINDOW w/ PRECAST BETWEEN OPENINGS KNOCK -OUT BLOCK COURSE W/ (1) S TOP ' 1. e — I` •• 13 r HALF BLOCK COURSE (1) S BAR (AS REQ'D) PRECAST CONCRETE LINTEL 5 GARAGE HEADER 6P2 TOP 4 5PI BOTTOM EACH STUD , 2" X 4" STUDS 16" O.C. 1/2" GYP. BD. EA. 51DE OF 2x4'5 iv 16" O.C. ---. 1/2" DIA. A.B. g 32" O.C. E L i,•r�yr Y� - =I I �I � (2) '�5 5 CONT. W/ 3" MIN GI PAR ,. • �1a 4y. P �k rrr f 1� I L'� z fi w>r SCALE: 3/4" = 1'-0" 8IMP80N SPI OR SP4 TOP PLATES TO STUD CONNECTION AT I6" O.C. (LINE UP WITH FASTENER AT BOTTOM) MID SPAN BLOCKING BETWEEN EA. STUD V- x T" WEDGE ANGH 0 32" O.G. MAX. U.N.O. 2x4 P.T. PI Oi� INT. LOAD BEARING WALL ................. MITER CORNER AND FILL LINTEL W/ I No. 5 BAR CONT. HOOK AROUND VERT. No. 5 1/16" 055 W/ 6d NAILS a 8" O.C. TO SIDE 4 TOP MITERED I.✓ ORNE R DETAIL. 2x4 PLATES NAILER AT BOTH SIDES 8° oc. Max at 6GALE:3/411= V-0II PER TRU55 LAYOUT TO UPORb l l) O 5P2 C� 16" O.G' STUDS TO TOP PLATE 2" X 4" KNEEWALL - W/ STUDS @ 1611 O.G. CANT. TRUSS TAP 18 GONG. 'STRAP " GMU DETAIL ENTRY KNEEWAL.L. HURRICANE GLIP5 OR TRU55 ANCHORS - SEE ANCHOR 56HEOULE STRAP TOP PLATE, HEADER 0 CRIPPLES T06ETHER W/ LT5A 12 MIN. U.N.O. 2x4 5TUD5 ® 16" O.G. #2 (OR BETTER) 5YP OR 5PF • -r 1P60N 5PI OR SP4 :RIGANE CLIPS ® 16" O.G. �X. U.N.O. REFER TO FOUNDATION PLAN FOR FOOTING SIZE AND LOCATION 1-1/211 — 11—�II Q� OWv NOM. B" KNOCK -OUT m (1)"5 CONT. IN TIE BLOCK BEAM COARSE GROUT TIE BEAM PROVIDE HANGERS TO HOLD COARSE 50L f D '' BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS NOM. 8" CMU PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK -OUT BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN 12 TIE 5EA1l DTL.. 0/2II�II_0II END WALL FTC-r. 2 X 6 X 12 P.T. OF OPENING CENTER BUCK I I I I 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X ro P.T. BUCK EACH SIDE OF OPENING 3/0" DIA, J-BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR START BOLTS AFTER GARAGE CURB Isa 5UCK DETAIL. 2 "X8" SYP RIDGE BOARD 2"X6" N0.2 SYP COLLAR TIE (3) 16d cot - FACE NAILS TYPICAL ROOF SHEATHING 4 NAILING NT5 2X4 SYP STUDS 024" O.G. MT612 FROM STUD TO TRUSS ( EACH STUD ) 'CUT 065 BACK 4" ANCHOR PER TRUSS LAYOUT 5ECTON I@ FRAISED I=NTR�' OVERFRA„fiING 5GALE: 1/2 " = 1'-0" 2" X 8" LEDOER W/ (4) 16 d NAILS PER E 1/2" DIAM. X 10" THRD. ROD SET A/ 51 MPSON "SET" EPDXY W/ Va" X 2" WASHERS @ 52" O.G. 6" FROM ENDS BOUND��ON JHEET DETAIL ® L-FDOER 2 "X6" SYP RAFTER e24" O.C. (3) 16d COMMON TOE NAILS AT EACH TO RIDGE 2"X4" CRIPPLE'S NOT REQUIRED WHERE RAFTERS LESS THAN 4 FT, IN LENGTH CONY. HRA� IE VALLEY DETAIL_5 SGALE 1/4" = 1'-011 RU55 .-20 TYPICAL ROOF SHEATHING 4 NAILING RAFTER WITH BEVEL CUT HEEL. NAIL TO RAFTER PLATE W/(3) 16d NAILS l RAFTERS UNDER 4'-0" ) 2X8 RAFTER PLATE W/ (3) 16d AT EACH TRUSS MTS 12 RAFTER TO RAFTER PLATE l RAFTERS OVER 4'-0" J TRUSS TOP CHORDS (1) *5 BAR IN TIE BEAM Fes= --- — — — — — — -- II—==------------------- I II (1) *5 BAR IN PRECAST LINTEL (2) 05's VERT. IN GROUT FILLED CELL (2) "5 VERT. IN GROUT FILLED CELL (PER PLAN) ENTIRE COLUMN TO 8E GROUT 1=1LLED - - - - - - - - II I II 11 I I i I II II II II II I 1140 --�--1 NOTE: I ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. R fNF0RCEN AT_;�AfRAGE 1/2I'_OII THIS STRUCTURE IS DESIGNED TO WITHSTAND 120 MPH WINDS PER THE FLORIDA BUILDING CODE 2001 EDITION CHAPTER 16 (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. REV. : 2/27/02 DRAWN BY: CHECKED BY: DATE:-1/1/03 FILE NAME: 023DT2 o L4 C= o Z ma A'2ZZ Y3w 2 ig =� OZ � z ' Z 800= a oui N s ux J1 J1 J y I E1 � J J J R-8 (2)-META 16 HETA 20 (2)-META 16 R-7 R-6 R-5 R - 4 R-3 R-2 AT 1 0" SL❑PING CEILING VAULTED R-1 ODD SPACING R-2 R-3 R-4 R-10 R-11 R-12 9' 4" CEILING HT. C A R) W J -20 \-14 j 0i ry 2X LEDGER J BOTTOM 2 ' 0" PL, HT. J HETA 16 R-21 BUILD WALL T -� R 6 C 2-PLY) HETA 14 8' 0" PL, HT. R-28 HEN KNEEWAL R-24 R-27 ❑ 12' 0" PL, H , R-251. BUILD WALL T Z�'R26 ti� 9' 4" PL. HT. J HEN KNEEWAL Ell ❑ 12' 0" PL, H CJ1 tiI 4 2 <STu LE 9 CJ1 U U a REFER TO TO N PLAN5 FOR SPEC (� I G ROOF P I TGH INFORMATION THIS PLAN 15 TO SHOW BASIC ROOF CONFIGURATION ONLY, REFER TO TRUSS MANUFACTURER ENO I NEERI NO DRAW1 NOS FOR TRU55 FRAM I NO AND PROFILES THIS STRUCTURE IS DESIGNED TO WITHSTAND 120 MPH WINDS PER THE FLORIDA BUILDING CODE 2001 EDITION CHAPTER 16 (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. �ONNE(',"�`T I ON NOTES: ALL MASONRY TO TRU55 CONNECTOR5 TO BE SIMP50N NO. META 16 (UNLESS NOTED OTHERWISE) ALL FRAME TO TRUSS CONNECTORS TO BE S I MPSON NO. LTS 16 (UNLESS NOTED OTHERWISE) ALL TRUSS TO TRUSS CONNECTORS TO BE PROVIDED BY TRUSS MANUFACTURER (UNLESS NOTED OTHERWISE) INSTALL ALL ABOVE ANCHORS IN AGGORDANCE JN/ MANUFAGTERER5 SPEC I F I GAT I ON5 12.0 6,0� 4 3/16" -HOLD TRUSSES „ „ W/ RAISED HEELS 16 8 BACK 1' ON BLOCK 1/2' ON FRAME WALL SMYTH LUMBER CO, R1111F TRUSS DIVISI❑ 722 SOUTH AP❑PKA BLVI AP❑PKA, FL, 32703 (407) 299 - 1522 FAX (407) 299 - 9153 ngineering Certificat( F Authorization # 921 NOTES 1) IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS AGAINST FIELD CONDITIONS AND DESIGN INTENT, (REFERENCE: SECTION (A,2J) ANSI/TPI 1-1995 APPROVED: NAME (PRINT) ----------------- SIGNED ----------------- DATE 2) TRUSSES MUST NOT BE CUT OR ALTERED IN ANY WAY WITHOUT PRIOR AUTHORIZATION BY SMYTH TRUSS COMPANY. 3) TRUSSES THAT ARE CUT OR ALTERED WITHOUT AUTHORIZATION WILL BE REPAIR, D OR REPLACED AT CUSTOMER'S EXPENSE. 4) BACKCHARGES OF ANY KIND WILL NOT BE CONSIDERED WITHOUT PRIOR REVIEW AND WRITTEN CONSENT BY SMYTH TRUSS COMPANY DETAILS 1) REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING, INSTALLATION, AND TEMPORARY BRACING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO VALLEY TRUSS DETAILS FOR ALTERNATE BRACING REQUIREMENTS 3) ALL VALLEYS TO BE CONVENTIONALLY FRAMED BY BUILDER 4) INTERIOR LOAD BEARING WALLS ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS26 OR USP (KANT—SAG) THD26 UNLESS NOTED OTHERWISE, SIMPSON 11 USP C -S ®- HUS26 OR THD26 ®- HHUS26-2 OR THD26-2 ©- HHUS28-2 OR THD28-2 ®- HHUS48 OR THD48 ®- HGUS26-2 OR THDH26-2 0 - HGUS28-2 OR THDH28-2 ©- HGUS28-3 OR THDH28-3 8 - SUL/R210 OR SKH21OL/R O- HGUS48 OR THDH48 ®- THA422 OR MSH422 ©- THAC422 OR MSH422IF ®- HUC410 OR HD410IF �- THJA26 OR HJC26 CONTRACTOR • 7 / 1- ADDRESS : ALE ATE I LAYOUT I,D, I DRAWN B WINE 109/12/021 Z21857A I RH G)