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HomeMy WebLinkAboutBuilding plansh I u�o h� 24_0" 1 _4' -4" B REAR ELEVATION 1 COMPONENTS AND CLADDING PRESSURES TABLE ALLOWABLE STRESS DESIGN - 160 MPH ULTIMATE EXPOSURE C, ROOF ANGLE 7° < 0 <= 27- MEAN ROOF HEIGHT H <-15' EFFECTIVE WIND COMPONENT ZONE LOCATION AREA (SQ FT) PRESSURE (PSF SF <= 10 20.7 -30.6 SF >= 20 17.6 -29.8 1 ROOF SF >= 50 15.3 -28.6 SF >= 100 13.6 -27.7 SF <= 10 19.2 -53.3 SF >= 20 17.7 -49.0 2 ROOF EDGE SF >= 50 15.3 -43.3 SF >= 100 13.6 -39.1 SF <= 10 19.2 -78.8 SF >= 20 17.6 -73.6 3 ROOF CORNER SF >= 50 15.3 -66.9 SF >= 100 13.6 -61.8 SF <= 10 33.7 -36.3 SF >= 20 31.9 -34.8 4 WALL SF >= 50 29.9 -32.7 SF >= 100 28.5 -31.3 SF >= 500 24.9 -27.7 SF <= 10 33.5 -44.8 5 SF >= 20 31.9 -41.7 WALL CORNER SF >= 50 29.9 -37.8 SF >= 100 28.5 -34.8 SF >= 500 24.9 -27.7 NOTES: 1. ALL WINDOW @ DOOR OPENINGS TO BE AT 8'-0" A\ TOP OF OPENING, UNLESS SHOWN OTHERWISE. 2, TRUSSES TO HAVE LEVEL RETURNS. 3, DOORS WINDOWS AND SIDELIGHTS SHOWN ARE FOR PICT')RIAL PURPOSES ONLY, AND STYLE MAY VARY FROM THOSE SELECTED FOR THE FINAL HOME. WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT PROTECTED BY APPROVED EXTERIOR SHUTTERS, PN'I OTHER DEVICES. FENESTRATION FLASHING NOTE: FLASHI JG AT EXTERIOR WINDOW AND DOOR OPENING SHALL E<TEND TO THE SURFACE OF THE EXTERIOR WALE FINIS I OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUINT DRAINAGE. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1) MANUF\CTURER'S WRITTEN FI_ASH!NG INSTRUCTIONS 2) MANUF 1CTUREWS WRITTEN INSTALLATION INSTRUCTIONS 3) IN ACCORDANCE WITH FMA/AAMA 100, 200 OR I MA/\vDMA 250 4) IN AC( ORDANCE WITH THE FLASHING METHOD OF A REG,;TERED DESIGN PROFESSIONAL 09MAR 17 FENESTRATION FLASHING, DWG AiER6ARR"R`, WATER BARRIER NOTE: S°R5 FRAME EXTERIOR WALLS AND GABLE END TRUSSES APPLY P,\INT/SEALANT ON TEXTURED CEMENT APPLIED TO LATH OVER ONE LAYER OF AN .APPROVED WATER RESISTAN BARRIER OVER AN APPROVED HOUSE WRAP PER FBC R703.6.3 VALLEYS FLASHED PER R905.2.8.2 TUGCQ STOP E �s 0 � H Q q p ry W fi W 6 C0 (�w�z�d��yv iCd V C. �o fx'i L a a U a a W.n n n np n n h n Q) U U�-�1 Q) U Q ` ,--I Q U �-/J Vi >" ) � Q V SEE FLOORPLAN FOR SIZE m Q N SEE ELEVATION U d L/ 5 CORNER BARS I RECESSED PRECAST LINTEL I #5 HORIZ EEINF BAR SEE FLOORP AN _- --_- --- VER REIN BA as `I 0 .. 2 BEND SEE ELEVATION W/ 1 v 5 M�•�/� � . .. FOR SIZE W (r -� T F R Q -- I RECESSED PRECAST LINTEL I 1 #5 HORIZONTAL REINF.- TYP. �w 3- O I RS # 5 VERTICAL ,� m (� REINFORCEMENT I I I o g a r• I �o 8" RECESS LINTEL BETWEEN DOOR AND TRANSOM W d� N o90BA PLACEMENT OF LINTEL AT ENTRY 12 BLOCh TRANSITION 3i MAv06 SCALE; NTS '// z+ARRo6 c"ALE: NITS o c N [� x Z �a m li o O M CA b ry 0 00 A (1) #5 CONT. CENTERED 16" P.T, 2x8 FOR " TORSION SPRING (AS REQUIRED) a M SEE ELEV. J C --- - - ---- - --- ---- ---- ---- --- ffi •a LL -- --- ---- ---- ----� @ --- -- -- rr^^ N . .: o U 'V C (1 } #5 CONT. I I .. ....... c. (1)Z o I I• 1/2" DIA WEDGE ANCHOR PT 2x6x16 ANCH W/ •� I �°�' � U J LO d N 3 1/2" EMBEDMENT 1/4"0 x 2-3/4" N I '° +I TAPCONS @ 24" O/C rol I b u Q I I �I 1/2" DIA WEDGE ANCHOR I I Q 3 1/2" EMBEDMENT I I (REQUIRED ONLY FOR WINDLOAD POST) I T 0 a P.T. 2x6x8' TYP. EACH END 1/2" DIA. J-BOLT 1Vv�ITH I I nn `` W 2" WASHER TYPICAL z I I +I (1) #5 CONT. v cc li q a U it ro FIR OUT WALL w ry I j v LL II I N FOR DRYWALL NOTE: II ATTACHMENT. �j > :A:1/2" DIA x 4 1/2" -G. (1) #5 CONT. I7MWEDGE ANCHOR MAY BSED IN LIEU OF 1/2"D-BOLTS. +I I °a L- I I y o -----------------------------------------------------------T- o 46 FOOTING AS PER FOUNDATION FLAN 46 Sheet a� #5 D&A W TH 25" OVERLAP-]11 " 13o1 GARAGE GOAL POST z+APRos SCALE.: NTS N z of 6 Exterior Elevatior Q & Structural Deta a o Scale: 1/4" = 1'-( y ro. \1\111IIIIIIIII a. STEPHEN E. KASTNER, PE = `o: FLORIDA REGISTERED ENGINEER ` LICENSE # PE 0039528 5320 FLORIDA PALM AVE. 0 ST COCOA, FL 32927 (321) 403-2093 too �O�I. �i t$'t4• CCC�rrr METAL ROOFING INSTALLED PER MANUFACTURER SPECIFICATIONS OVER PEEL & STICK MEMBRANE ON 5/8" CDX. 12 TRUSS ANCHOR - SEE ANCHOR x•qa SCHEDULE ALUMINUM DRIP EDGE- ALUMINUM FASCIA OVER 2x NAILER HIGH RIB LATH & STUCCO 1x4 PT BUCKS MIN ANCH TO CMU W/ 1 3/8" T-NAILS OR 6d CASE HRD GUN NAILS AT 6" O/C OR 2x6 PT BUCKS MIN ANCH W/ 3/16"Ox3" TAPCONS 0 12" O/C W/ 1-1/4" MINUMUM EMBED. I I I PRE ENG TRUSS (1) EA TRUSS USP HTA16 ENO SEE ELEVATION SEE TYPICAL WALL I PRECAST BEAM PER FLOOR PLAN #5 HORIZONTAL REINF. 1/2" GYPSUM SOFFIT BOARD SCREWED 6" CC. TO TRUSSES, NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. (USE WATERPROOF PAINT) CMU COLUMN -SEE FLOORPLAN FOR SIZE AND REINFORCEMENT #5 VERT IN GROUTED CELL I I I I I I I I I 1 I I I II I II Tr II -Tt- 11 111 II II 11 I I I SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 0324 PORCH DETAIL OSAPRi� SCALE: NTS C RIGHT SIDE ELEVATION 1 p LEFT SIDE ELEVATION 1 USE 8d GUN NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS. PROVIDES 200 plf; OF SHEAR STRENGTH. 1 to1 7 16" OSB SHEAR SPECIFICATIONS 21APR06 SCALE: NTS (1) #5 DOWEL 12" MINIMUM EMBEDMENT AND 25" LAP —TYP I I TEXTURED CEMENT II CLEANOUT OPENING FOR EACH GROUTED CELL I TYPICAL FOOTER - SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT L -•- USP HTA16 END PRECAST BEAtH� PER FLOOR PLAN SEE ELEVATION #5 HORIZONTAL REINF. - VINYL CEILING OR 1/2" GYPSUM SOFFIT BOARD (WITH WATERPROOF PAINT) #5 `, -RTICAL REINF I IN FILLQD-CELL I 8" BOND BEAM #5 CONT. I P.C. LINTEL I I I FOR 1x6 (MIN) PT I 1 I BUCKS OR 2x6 PT BUCKS USE a"0 x I 3.75" TAPCONS AT 14" I IL O/C (MAX). o I I jLd I w I twit I EA, DOWNPOUR TO HAVE 1 II #5 VERT. STEEL WITH 12" IL HOOK, FOR 8'-0" WALL. II z USE 7'-8", FOR 9'-4" I WALL USE 9'-O" ETC. I a II CELL FILLED SOLID II ly I w II II o CLEAN OUT II ACCESS HOLE Y I I� SLIDER BUCK AND REBAR SCALE: NTS CMU COLUMN - SEE PLAN FOR SIZE — R-30 MIN INSULATION OVER CONDITIONED SPACE (ICYNENE FOAM) PRE-ENG TRUSS C 24" O/C 1/2" GYPSUM CEILING BOARD LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS, FILL WITH 3000 psi PUMPMIX 8" PRECAST LINTEL OVER ALL Z OPENINGS WITH (1) #5 IN EACH 0 a SEAL ALL OPENINGS AND CRACKS w w PRECAST SILL In I 3/4" PT FURRING STRIPS (TYR) w W/ R4 (MIN) INSULATION a 1/2" DRYWALL (TYPICAL) BASE BOARD 3 13 1/�UM CONCRETE SLAB REINFORCED WITH FIBERMESH ON 6 mil M.B. OVER WELL COMP. SO4 e CONCRETE F'c = 2500 psi 0101 TYPICAL WALL SECTION 1zd"NIz SCALE: NTS + USP RT7A UN TYP) (2) CUT NAILS OR TAPCONS KNEEWALLII MAWS I I I II 11 I I II I I 11 q r"! 2x4 CAT BETWEEN TRUSSES (AS REQUIRED) SEE ELEVATIONS - RE -ENGINEERED TRUSS CORNER DETAIL IS" PC LINTEL FEJ USP HTA16 LJ r(TYPICAL) TOP VIEW HTA16 `C LINTEL COLUMN FRONT VIEW SEE TYPICAL WALL 2a5A ENTRY DETAIL osAPan SCALE: NTS SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT STVCCOFRM.dwg WOOD, FRAME STRUCTURE w/STUCCO Z 5SE'K16 FRAME EXTERIOR WALL EXTERIOR SHEATHING OR GABLE TRUSS TYVEK® STUCCOWRAP®AND/OR DRAIN WRAP (USE ONLY APPROVED HOUSE WRAP) WIRE LATH W/ AN APPROVED WATERRESISTIVE BARRIER (PAPER BACKED LATH) THICK FIRST COAT (SCRATCHCOAT) THICK SECOND COAT (BROWNCOAT) �" THICK THIRD COAT (FINISH&TEXTURE COAT) NOTE: 6" RIB LATH IS CORROSION RESISTANT & ANCH TO FRAMING W/ IIgo NAILS W/ " HEADS ® 6" O/C (MAX) VERTICAL PENETRATION & 1—j" HORIZONTAL PENETRATION. PAINT (SEALANT) LAP AND TAPE JOINTS STUCCOED FRAME EXTERIOR WALLS & GABLE END TRUSSES ARE PER ASTM C 926 & ASTM C 1063, APPLY PAINT/SEALANT ON STUCCO APPLIED TO LATH OVER ONE LAYER OF A STATE APPROVED WATER RESISTANT BARRIFR OVER AN APROVED HOUSE WRAP PER FBC R703.8. USE OF WEEP SCREDS, CONTROL JOINTS, OR EXP, JOINTS SHALL BE USED TO DRAIN MOISTURE. ONLY WORKERS WHO UNDERSTAND PROPER INSTALLATIONS OF ANY WATFP BARRIERS INCLUDING FLASHINGS & SEALANTS SHALL BE USED, 1x6 PT BUCK - ATTACHED WITH CASE HARDENED NAILS PER INST DETAIL DRAWING TEXTURED CEMENT - PLASTIC "J"— BRICK MOLD — JACK STUD CHAR SPAN JACKS STUDS LUMBER C'-5' 1 1 1 #2 SPRUCE 5'-9' 2 2 #2 SPRUCE 9'-16' 3 3 #2 SPRUCE O \ ) �,� .,,, yr c,xnvw v o—» (2) 200 FOR OPENINGS TO 6'-6"; SLO.K DOWN r+ 16 0.0. AS rt[t,v FOR WALL/WIND•`.'W HEIGHT (ADDITIONAL (2) 2x12 FOR OPENINGS >6'-6"; BLOCKING ABOVE aEADER IS ACCEPTABLE) UNO ON PLAN SHEAT 9NG ACTS AS STRAP USP SPTH SERIES (TYP - (2) USP MSTA24 O EA END OF HDR 48-1OdxL5 NAILS FACE NAIL FULL STUD BLOCKING REQUIRED ONLY FOR HORIZONTAL SHEATHING JOINTS z o a J w JACK STUD TO JACK W/ 10d GUN NAILS AT 12" O.C. STAGGERED MIN 3/4" FROM EDGE w w FULL STUD 1/2"x4" (MIN) LAG SCREW W/ 2" WASH AT 24" O.C. (ONLY a— SHEATHING ACTS AS STRAP REQ'D IF SHEA.TIING STOPS @ BOTT PLATE - USP SPTH PER CONN. SCHED). SERIES (TYPHIM 4/Z GIRDER TRUSS --I 0712 CUPOLA FRAMING DUAIL ZowNoS SCALE: NTS GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACEI) 24" O.C. UP TO 8', USE 2x-, UP TO 12' LENGTH. 2) RAFTER LENGTHS ;FROM RIDGE TO CLEAT) OVER 12'-0" T) HAVE (2x4) COLLAR TIE, OR VERTICAL KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" K AX RAFTER LENGTH), 3) RIDGE BOARD SHALL BE 2xE MIN. FOR 2x4 RAFTERS, &<x8 MIN. FOR 2x6 RAFTERS, 4) ATTACH RAFTERS <.' OR LONGER TO RIDGE BOARD AND CL-AT USING (1) USP RT7A CONNECTOR, NAILED W/ (8) 8dxi-1/2" NAILS, ALL OTHEFS TOE -NAIL W/ 0.131x3" GUN NAILS. 5) ALL CONVENTIONAL I=RAVING I. UMBER SHALL BE SPF STUD SPADE OR BETTER. \ \ \\ \ COLLAR TIE (AS REQUIRED, \ \ \\ SEE NOTE 2). \ (1) RT7A ®EA END OF \\\\ \ USP THD26 FASTENED TO LONG FRAMING MEMBER. PEAK OF PREVIOUS TRUSS. (SEE NOTE #4.) TRLOVS (5) 10d GUN BELOW NAILS EACH END. (2)2x4 CLEAT UNDER VAL'.EY FRAMING ANCH CLEAT TO EA TRUSSaBELOW W/ (4)10d GUN NAILS FOR VALLEY RAFTERS 6' & LESS. OVER 6' USE USP RT7A CLIPS & USE (2) USP WS4!5 SCREWS PER CLEAT. —OR— C(J SLOT AND BEND 12" STRAP (FROM ANY MFGR) AROUND TRUSS BELOW, FILL ALL HOLES WITH 8dx1-1/2" HAILS (MIN.), SPACE STRAPS EVERY OTHER TRUSS. 1501 VALLEY FRAMING DETAIL osFEe+s SCALE: NTS 7j" I.. CMU FILLED CELL •'.• DRYWALL e:. .:• 1x4 PT FURRING 1 �-CORNER BEAD q SHIM 1 /4" MAX 1/4"0 TAPCON SPACED PER DOOR A WALL JAMB MANUFACTURER S•• 4 TEXTURED CEMENT - (BEYOND) JAMB 1/4"0 TAPCON - SPACED PER DOOR MANUFACTURER PLASTIC FLUSH WITH EDGE OF DOOR JAMB (CAULK JOINT) SILL SEALANT U FILLED CI —Ix4 PT FURRING — DRYWALL — DRYWALL RETURN -BASE BOARD -OUTSWING DOOR SILL 0'-0" FF-E SLAB MNOTE A ',-OR 1, BUCKI MAY BE l SED. A 1 X BUCK IS SHOWN HERE. A B B DOOTZ STYLE AS SELECTED B SILL JAMB B CMU OUTSWING DOOR JAMB DETAIL?') � (FLUSH WITH EXTERIOR WALL) SCALE: NTS o p r8 z z mf al E 0 (/lamv a 8 >� Q a F (e, a m N c+ O +--i fVJJ�i u 5 w M 0 v 0 N N U b vp � U R. b m N O mpW Z B �a u� m v 0 O ce) rn N T_ _O C LJ� � U) o W �0 b w.: c z 0 W S? Lo aU) J tC) q 0 ;a -& a � o v �% E p zr d 7� o� L c7 C� 0 i 'B d v wb 0 ti She( 0 a� 3 of Exterior Eleve & Structural I w g Scale,: 1/4" _ 1.I I I III STEPHEN E. KASTNER, PE = FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 5320 FLORIDA PALM AVE. % �O COCOA, FL 32927 % nS (321) 403-2093 �91,� ��4,��9• mm 0 �, 9 r. 7 JO �KUUINU o/i5 xo T.vLV. uuWIN KUU) ABOVE GROUND ELECTRICAL RISER 200 AMP PANEL 4/0 ALUM MIN WIRE SIZE 4/0 ALUM WIRE SIZE ELEGEND.dwg EXHAUST VENT NOTE: 14NOV'.2 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, 2, DRYER VENT SHALL BI VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOP WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO PLUMBER: 1. WORK SHALL COMPLY .N/ LATEST ED OF FBC PLUMBING. 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND REI ICE VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CI_EANOUTS SHALL BF PROVIDED @ BASE OF STACK & © 4''-0" ALL IN LAUNDRY ROOMS, NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, CO;11.1 11 AREA NEAR BEDROOM.`, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 7. 2. CARBON MONOXIDE DF TECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS NAY BE USED. 3. WHERE NO CO DETEC- ORS ARE SHOWN, COMBINATION SMOKE/CARBON MONCXIDE DETECTORS S'-IALL APPLY AS REQUIRED, 4.ALL LIVING AREAS SHF_L HAVE AFCI CIRCUITS ONLY, 5,USE ILL LISTED SUPPIRT BOX FOR ALL FAN PREWiRES. F. GARAGE DOOR OPFNEI OUTLETS TO BE GFI PROTECTED, 7.ALL OUTLETS TO BE-AMPER-PROOF. 8. ELECTRICAL DESIGN SH,T_L COMPLY WITH THE 2011 EDITION OF THE NEC. 9.ALL 15 THRU 20, & A . 125 THRU 250 AMP NONI_OCKING. RECEPTACLES IN WET OCATIONS SHALL BE WEATHER RESISTANT. ELECTRICAL SYMBOL LEGEND SMOKE/CO DETECTOR �1] (COMBO UNIT) EXAUST FAN SWITCH WALL MOUNTED 3-WAY SWITCH s LIGHT FIXTURE CEILING MOUNTED 4-WAY SWITCH .i4 LIGHT FIXTURE -� DIMMER SWITCH cry RECESSED CAN LIGHT FIXTURE 110 V OUTLETS' RECESSED VAPOR PROOF FIXTURE SWITCHED OUTLET FLUSH MOUNTED LIGHT FIXTURE 220 V OUTLET 2204� PENDANT LIGHT DIRECT WIRE Y- /1Y FLOODLIGHT TV JACK H -- FLOURESCENT F BONE JACK PHf LIGHT CEILING FAN SPEAKER PREWIRE PREWIRE ONLY COMMUNICATIONS SYSTEMS NOTE: THERE SHALL BE AN INTERSYSTEM BONDING TERMINATION TO INCLUDE PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYST:MS. THE INTERSYSTEM BONDING TERMINATION SHALL BE \CCESSIBLE FOR CONNECTION AND INSPECTION AND MUST BE LOCATED IN ACCORDANCE WITH ARTICLE 250.94 OF THE 2011 NEC. ELECTRICAL LAYOUT NOTE: THIS SHEET PROVIDED -OR COST ESTIMATING PURPOSES ONLY. SPECIFIC DESIGI I INFORMATION, IF REQUIRED FOR PERMITTING, SHALL BE PROVIDED BY ELECTRICAL SUE CONTRACTOR. 2001AMP \- MET CU TO COLD WATER PIPE AT HOSE BIB #4 COPPER GROUND TO 5/8"x20'-O" REBAR EMBEDDED N FOUNDATION (AND GROUND 5/8 x8' GALV. DOWN ROD) UNDERGROUND ELECTRICAL RISER a Q 0 5 N w 0 w C N 0 u C dp� a0S 8 �a v % �A d U ° ° b ° A W LL '8 v v a c uW 0 0 ro � Sa b ° o v� ad v� �a v� C1 � o� N yUy�� � 00( O w o y m o G m 9 v O L A y tgtl A N O N b o U O U Y 4 M c0 n u u .p x" a N p 9 q m 0 0.. V o (j �p w� a� v0 �ayy� W N ❑%Q �tl q a° n x � FU II Qy y m e+L W N V U) O g w Z o 0. Lc1 yy 'ow W r5 m ¢ a N P a >V a ay W n r r n n n n n( Q) O 1f c L, Electrical: Scale: 1 / 0 YPIC AI O JUS24 Oc THD26 O MUS28 O THD28-2 I ' 63' 84 I I 44' 0" 19, 8" 14' 8» 2' 8" 101 0" 2' 8" 14' 0" U U Jt J ao J3 o IO2 J :r i CJ5C Vy' J i�wvw w w w w7 I101 w Co 100 _ N In AI 8 0 N 102 o 00o aaa A 7 0 0 a Q Q a A 6 L O I01 J 0 Co V V �a a a Q N Q a a N O J A 0 a a a N V V 0 a a O J A 4 o aaaaa as N oX17000 0 0o a 0 J A 3 0 0 0 17 0 v 7 v 7a a a Q a a iV Q a a J A 2 O 0 2' 0" 2' 0" 2' 0" 2' 2' 0" T 0" J � 1' 3/4" 0 A61 D O C ,.VAUL�D a <1 `� <1 J 00 N 0 O It B 1 0 4 LTED < < < a a J t " <1 B A 00 B- O CUPOLA ABOVE 0 �, �J J 00 It B D J a a J O O CA - B o D N9�1 n " �D D� <I- J 102 1' 7/8" D ar a JA 0 0 A �I J J " 0 > A.- 0 0 � A L� 0 0 J (N > A —__ J 0 -- 00L III I N > L A J 0 A I V) o ro r) ItLo co I, M _ L2 L2 IOI o a U U N A o 101 N C It o C 1 N W W W W CJ5 00 CJ 0 0 D CJ J io CJ1 J E 7 u) a a a a a a a OL IL CL n to 1IT- 8' 8" 6' 8" 1 18, 8" 19, 8" 44' 0" CONDITION #1: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF TRUSS. REPAIR: NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8"" TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN W/ USP RT16M ANCH TO WALL W/ (4) 1/4"x1-3/4" TAPCONS & TO TRUSS PER MFGR SPECS. *MAY USE 16" TWST STRAP(S) & (4) TAPCONS EA. L-) 1/4"x1-3/4" TAPCONS AT LEAST 1° FROM TOP* STANDARD REPAIRS FOR STRAP MISALIGNMENT APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BF USED ON EITHER SIDE OF WALL. STRAPRPR.DWG 16DEC09 SCALE: NITS MAO_CONN_SCHEDULE.dwg 17OCT05 CONNECTOR REVISION DATE: DDMMMYY ANCHOR/CONNECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL o _ *XXXX*: SYP (SOUTHERN YELLOW PINE VALUES) MFGR.: "U" USP, "S" = SIMPSON, "G" = GENERIC o a (ALT]: INDICATES ALTERNATE COMPONENT/USE N0. MFGR. QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS RATED UPLIFT IN LBS 101 U 1 HTA16 (10)-10d x 1.5 TRUSS TO BOND BEAM 1615 102 U 2 HTA16 (10)-10d x 1.5 EA TRUSS 10 BOND BEAM 3230 104 U I UGTS (2)-3/�" WEDGE ANCHORS GIRDER TO BOND BEAIA 7 8 1 _5 701 U 1 RT7A (10)-8d x 1.5 TRUSS TO TOP PI_ATE 650 U 1 SP1"H SERIES 8" OC 4 (12)-10d x 1.5 TOP PLATE TO STUD o < U 1 SPTH SERIES (12)-10d x 1.5 SAME STUD TO o 48" OC BOTTOM PLATE as *TAG SCREWS 1/2%4" W/ 2" WSHR BOTTOM PLATE TO © EA FLR TRUSS TRUSSOR BEAM *ONLY REORD IF NO SHTG OR STOPS W/IN 8" OF BOT PLT 0 WISE NAIL SHTG © 3" OC 2485—FLOOR L2 U THD26 (12_) 1/4"Ox1.75" TAPCONS (12)-1Ed x 1.5" 3060—ROOF 2170—UPLIFT 8d FULL HEAD RING SHANK GUN NAILS @ 4" OC W/IN 48" 8d FULL HEAD RING OF EDGES, RIDGES & ON FACE SHANK GUN NAILS 0 OF GABLES, 6" OC THEREAFTER I'I pl I'I I:I I.I I:I II I:I I:I r GI i'i I•I X�" OSB OR �" CDX MIN SPAN �PI-YWOOD CLIPS (1) CLIP RATING 24/16 (SHINGLE); EVENLY SPACED BETWEEN 32/16 (TILE) DO NOT OVER TRUSSES (MIN). [NOT REDD DRIVE NAILS FOR J" SHEATHING.] TYPICAL NAILING SCHEDULE NAILSCHEO.dwg 06MAY14 JAP SCALE: NITS T2NOTES,d.9HANGER TO MASONRY/CONCRETE19sFP15 CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/''"0 X 2j" TAPCON SCREWS FRAMER NOTE: FOR GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPF GR2) UNDER BEARING SHAD_ BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. MIN. NO. 2 SPF STUDS 10d NE AS SH FLOOR TIZLSS NOTE: FLOOR TRUSSES Wi -I NO UPLIFT SHALL BE TOE -NAILED TO BEARING FC'R STABILIZATION, NO OTHER UPLIFT CONNEC`I)NS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS CONNECTOR LEGEND X X INDICATES THE ENTIRE SPECffC INDKATES ALL INCLJpEp WAL TRUSS TO T i0 THE CORNERS. TRUSS TO TOP PLATE/ TRU55 TO TOP PLATE/ LINTEL CONNEC'rI010. LINTEL CONNECTION, TRUSS LAYOUT & REACTIONS RECEIVED (& INSERTED IN DRAWINGS) FROM: FLRNO-FM.°' 9 GENERAL PLAN NOTES: "T 1. ALL K CHEN WALLS CONTAINING WALL CABINLIS SHAM BE FR \MED AT 16" ON CENTER. 2. A SIN( LE 8" BOND BEAM SHALL BE USED WITH (1) f REBAR IN THE TOP COURSE. NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS_. , —BOLT .......................... t 2" 0. C. DOWNPOURS .................. t 8" 0. C. SiRUCT.dwg SHEAR WALL NOTES: 08TEP.7 GSW1 STU )S: A) I OR SHEARWALLS, BLOCKING IS REO'D AT ALL SHEATHING EDG.I' I•ETWEEN STUDS, B) PACING AT 24' ON CENTER (MAXIMUM). C) I OR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) 'HEARWALL ENDS SHALL BE DOUBLE STUDDED, THIS MAY BE A COMPOSITE F A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS. GSW2 STR ;CTURAL WALL SHEATHING: MINIMUM 15/32" CDX PLYWOOD OR 7/16" APA APPROVED O.S.R. GSW3 NAIL NG SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" (N CENTER THROUGHOUT (UNO) GSW4 g-DENOTES SHEAR WALL LOCATION A) INGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WAL! REQUIRED. B) I THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING I XTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE ONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSW5 INTE'IOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH Ed GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A. J-E"ELT, WEDG!T, OR A THT22 REQUIRED AT ENDS UNLESS FRAME WALI TD BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 E f IN GRO IP ul SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPn,IF- AT 11CH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS, STRUCTURAL NOTES: 31 DESIGII PARAMETERS: DESIGN '_DADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIE C EC 71 ROOF GADS: LIVE LOAD (LL); 20psf (25% DURATION INCREA:;_f DEAD LOAD (DL) 17psf SHINGLE; 25ps; TILE WIND TALCS: DEAD LOAD (DL); 10.2psf SHNGLE; 15psf TILE (60% DURATION INCREASE) FLOOR LOADS', DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCC'NY: DL 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 6OPsf STAIRS DL: 15psf; LC 40psf FOR 1 &2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIM'M LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) IN' RIOR NON -BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPf 10E-PINE-FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CR'APER MAV BE USED IN LIEU OF SCREWS FOR METAL STUDS. B) FRi ME BEARING WALLS: SPF 2 (MIN) 2x4 STUDS ® 16" 0/C TO 10'; USI 26 & MID HT BLOCKING BETWEEN STUDS OVER 10' LING C) HEADERS: SYP, GR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLG;J OR DETAILS. NAIL PLIES W/ 10d ® 3" O/C EDGES & 6" FIELD, G3 HEADEFS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. 34 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHAD_ BE PE FSSURE TREATED (PT). ^5 FRAMIN : CONTRACTOR IS RESPONSIB-' E FOR TEMPORARY BRACING DURING a� r� a) 0 x 0 FAH Q) 4 rs ERECT )N OF TRUSSES AND FOR ALL PERMANENT BRACING PER 5, ^ (1) BCSI-:31 SUMMARY SHEET. G6 TILE R )OF USE 30 DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN NSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO. INSTAL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FEC " �07.3J & FBCR 905.3. G7 GALV 26 Go MIN) OR ALUM FLASHING TO BE USED AT WALL & ROOF NTERSECTIONS, CHIMNEYS, GUTTERS, ROOF OPENINGS & SLOPE CHANGES, DOORS, & WINDOWS. USE OF WEEP SCREEDS. CONTF CL JOINTS• OR EXPANSION JOINTS SHALL BE USED TO DRAIN MOISTURE & CONTROL CRACKING. ONLY WORKERS WHO UNDEFSTAND PROPER INSTALLATIONS OF ANY WATER BARRIERS, INCLUDING F,ASHINGS AND SEALANTS, SHALL BE USED. G8 ONLY HINGI-ES & FASTENERS FROM BLDG DEPARTMENTS LATEST APpRL ED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. ANCH 7/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD PER S TINGLE. 09 REBAR GRADE 40 LINO ON PLAN. PLACEMENT IS PER iYP WALL SECT & PLAN. 510 AL'_ C )EFFiCIENTS AND CALCULATIONS ARE PER THE LATEST FDITI01 OF ASCE 7 AS ADOPTED BY THE FBCB, G11 ALL COIINECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO Al ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS, G12 EXTERI.IR CEILING MATERIAL WILL BE 1/2" GYP SOFFIT BOARD .MINIMUM (UNO I DETAILS) TO PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY. 313 OVERL/ P DOUBLE TOP PLATES 24" AND ANCH WITH IOd AT 16" QC. WITH O 10d's AT CORNERS, 5 ° o C•O 44 vp LIO m H +C-01 U N NCq a C B o W •o wW ° S 63 nW „ Z ° Z) aro (y) O CD 00 v 0 w T a M M u L0 J CO &' r U — c JULU) „ o � w (3 U .0 a N b p 2 J v �, v = �, U) c Z 'C W U LO d U) -1 Ln �a 0 av Q t m T ^ 0. v B li a� nl W � v o v c vV) ' > q 1y 4 • n 71 a � NOTE: UNLESS NOTED OTHERWISE DN THESE DRAWINGS, O (1) TRUSS/LVL TO CMU/CONCRETE CONNECTIONS ARE W/ 101 a W �_ (1615 LBS UPLIFT CAPACITY). Q (2) TRUSS/LVL TO WOOD FRAME WALL CONNECTIONS ARE W/ 201 ab (650 LBS UPLIFT CAPACITY). Sheet (3) TRUSS/LVL TO WOOD BEAMS/LEDGTJRS/TRUSSES CONNECTIONS RQ 6 6 ARE W/ 601 (650 LBS UPLIFT CAPACITY). of o Truss Layout & a ° ° Connector Schedule Scale: 11/4" = 1'-O" F Q�N11E11„psxx ` NS TRUSS ENGINEERING NOTE: STEPHEN E. KASTNER PE FLORIDA REGISTERED ENGINEER -*� TRUSS LAYOUT AND ENGINEERING HAVE BEEN RM IEWED AND APPROVED BY THE ENGINEER OF RECORD. SIGNATURE AND LICENSE # PE 0039528 5320 FLORIDA PALM AVE. � •ST �0, SEAL ON THIS PAGE SHALL FULFILL SIGNATURE REIIUIREMENTS ON THE TRUSS COCOA, FL 32927 (321) 403-2093 1�'��i (CS' • ,� P`.��� �. •11,�,�`` BOOKS. NQ� O��Q� x� `� IIIIITTL® y :j I (2) 25 SH ■ ■ IN ■ BEAM TYPICAL- ■ ■ff `* _ ----16_- a to I ■ '- / j� i$ (2) 25 S1 N sir/ a a LO ■ — ■ 04 2 26 OF LANAI a ■ _T_ cn DINING �D/ w I to a MASTER SUITE a 4fI N vAULTI' / N N 00 a co a° ° / ?� 23 SH C H vt 20 /n ■ ■ — ■ ■ ° I WH_ ■ N 288 ppc 1'-0° /Al A ro V `' ♦I ■ N 808OSGO ■ C ■ N ( IN l� rn LLARD ■ 3 2'-10» SLIDE 1 r 2880 C o j 7 _3° 10 \ COMP /rO AME WN TO I 4 O 'AU r /r C �L � 0 ----- '-6" FOR1 A/C E FEEOS - - J LTED �\a� 2680 B j \�--- �F--� - I I - -------� za'-o" o -� \� 1 0�' KITCHEN I — 26s ( E� i o m 1 6'-B4 '-4 3'- 11.-t1 I ,» _; VA 9T :D 12'-53 Ibit 61-1 � 0 1 jD�l[ 0 - - - - - - - - - ■LL � I 1 I GARAGE I '? ca I m I _ oo F= 9 w M 6' 00 N 6'-8}° a 3_0 I g'Jy I 9" f!EF 1 //A (4 StfN SPACE I -- --- _ ■ (4) SH o ■ J �\ rr / co 1� 680 BF HALL BATH ` ny = / I F- / 3'-6 » 7'-74" TO \�1'- ' 9'-1" tt 20'-10" -4 36 60 8'-0 x 17 2080 8F v i'-9" I 80 ■ TUB p ..r t° W BEDRO�M EDROCM #3 ■ ■ 16080 OHGD ■ ■ I 4 N I 14'-10° I z 1 t� iv I ■ I m I m N O I O N W I co a V= W EnOJ I N NW N a N in C7� W N II ( IL1/J I a z i II I � ® ,n ■ i � � II 1 L ■ ■ ■ ■ ■ ., n ■ ■ ■ ■ ■ 25 SH ' y 25 SH 25 SH EGRESS I I I I EGRESS EGRESS 25 SH EGRESS 1 7 -2 7'-6" 4'-0" 6.4» I I 7'-2" 7 6" 4'-0' 1 c0 6 I I FRONT PORCH v I I v c I 11-4" 6-8» I I II II ■ - - - - - - - - - - - - ■ ® ■- - - - - - - - - - - - ■ - - - - - - - - - - ■ -16'PC BEAM TYPICAL ■ ■ ------------ ■ ■ ® CONFORMS TO: FBC 5th Ed (2014) 160 MPH, C EXPOSURE RISK CATEGORY II TYPE V—B CONSTRUCTION CEILING HEIGHT NOTE: ALL CEILINGS TO BE 9'-4" FLAT, UNLESS SHOWN OTHERWISE ON FLOOR PLAN. STEPHEN E. KASTNER, PE FWFMA REGISTERED ENGINEER LICENSE # PE 0039528 $320 FLORMA PALM AVE. COCOA, FL 32927 (321) 403-2093 O x �I , Lm V a� She 1 of Floor PI Scale: 1/4' File Structural: x z 4 CK 4 3/ M a Em All rubs Loaa Hier: tsox * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO Truss I.D. LEDGER CONNECTIONS BY BUILDER d m m rn Gravity (> 5,000#) / Uplift (> - 1,000#) (UNLESS NOTED OTHERWISE) € Horizontal (> 350#) * NOTE: ALL CEILING DROPS BELOW BEAM ARE 9 = BY BUILDER (UNLESS NOTED OTHERWISE) — _ So o > d * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW �6 d TRUSS I.D. AND TRUSS LOCATION ONLY. o e o THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. - REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. o N _ 1 o y z v FOR BRACING & ERECTION DETAILS REFER d 'E TO BCSI-03 AND/OR ENGINEER OF RECORD d r o� ;a a�V REPRESENTS THE LEFT SIDE OF — > c € EACH TRUSS DRAWING N L An Z d L �4\/�JUS24 THD46 Q JUS26 (JdMSH422 �^ 6 C i THD26 *Wj MUS26 - - - o_`_ ITHD28 MUS28 ��T o o E _- ao � o, C% THD26-2 ® THDH28-2 E m o C% THD28-2 OV m a a d ` - �G� � JUS46 /C'P) C❑ s r d e ',HBB HANGER BY BUILDER /BBB; BEAM BY BUILDER _ s * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON o TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE '3 0 (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) o a t _ (= C d H LOADING ROOF FLOOR WIND LOAD o LIVE E LOAD 20 ASCE 7-10 ` 9 IL 1%—I c 0 0 s a v e- ~ t=� DEAD LOAD 10 160 MPH EXP C c — rn Y r LIVE LOAD 10* CATEGORY II o 9 c 00 n,,d j cyi DEAD LOAD 10 ENCLOSED = E U w v- ° TOTAL LOAD 40 FBC - 2014 m O r H Z DURATION FACTOR 1.25 TPI - 2007 0 s 9rnad-_ REV DATE BY REMARKS "- 0 3 c L y O 1 10/25/2017 RB REVISED GARAGE WIDTH 1' 4" c Q o rn `o E a rn 6] L C � W o > o a o. v — � s = rn ' r ` c It is understood that above APPROVED = o rn ` conditions have been reviewed ❑❑ " E & are acceptable for the m Z d fabrication at trusses, ❑ APPROVED AS NOTED T,E elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT rn = fascias,ceiling r = elevations/pitches, bearing REJECTED d g conditions & all detail pertaining N , to this truss placement plan. No eEl s back charges will be accepted without previous written DATE - approval from an A-1 Roof a Trusses representative. REVIEWED BY I a = PLAN DATE ARCH: 08/02/2017 STRUCT: CUSTOMER PARADISE HOMES - - L] 5d I� ens JOB NAME BOLLER RESIDENCE I=Ea' OPTION(S) — d _ .O r Q m 1 _ r , � 9 = COMMNTY d /LOT# w9 o E c " CITY c s v m m c > C •Y L E ' COUNTY s " = E a+ I L O � BLDG BLDG - .E TYPE # J,AN "g MR JOB # 69532 MASTER � d - ST. Lucie CountY, Permittin DRAWN SCALE 3 a. py DATE 09/14/2017 d -....., pp .. c Dlgltally Sig AntnanY T. Tomho III �, _-' RB •T•a• Z aaaa D(9� N "An1hP y T. Tomb., III' + -" 1T 1�+ o ,°i y 4C' nr-«j 9. I�7AFthonY pr4tdo�when inaeringn ,®� o ,E liar" bay' L o 9V'E ne�rf�il�ort ® v c i eA RECEIVED 1 roNnO (D1��pp tlocumenl ...,.. _ i7q 15:430b64'ml -- -.-- � JAN 4017 «� A A 368 �° 1 18 z��d ,W a Pffll€:In9 s a fk%O-- NIP LINE 235 m a _ e«a«' ..:. ........... IVALLEY LINE 69 ,< A FLORIDA CORPORATION eswta • SHEETING AREA UNDER VALLEY TRUSSES AND Ph 772-409-1010 / Fax 772-409-1015 ` fit # �8884e#87BF WASTE MATERIAL NOT INCLUDED " SL0.4 TO VERIFY CALCUTATION5 .({ 11Ltp:�/V✓V✓w.a1t%•uss. com http://Www.a1truss.com F t •� _