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HomeMy WebLinkAboutBuilding PlansI 24'4 _..�� _..- ._.,. 39'3 4'3 T10-1/2 6'b-1/2-•- 31" x 63" SH EGRE55 11-QP u.GT 31° x 63" 5H EGRE55 IMPACT HI j 24 GA. MIN. 5-V METAL F I OF OVER LINTEL o 1' 4 A.F.I-. LINTEL v T 4 A.F.F. A5TM-D 4569 TYPE 1 FEL!' PAPER ....,,. _ - ,. - OR 30# 5ELF-ADHE51VE U`gPERLAYMENT ON 19/32" GDX PLYWD. SE:C:URED ....... 15' 0-ill PER FASTENER 5GHEDLLE 5/8" GYPSUM BOARD t W/ GRLV. PLY CLIPS OR 1/2" HIGH STRENGTH w ! EMBED. STRAP VERIFY l_ 5 .'-GLG. BOARD. SEE NOTE m I TRUSS PLAN BELOW FOR EXTERIOR ?i fl ! PRE-ENG_ PC. TRUSS , • APPLICATION 1 L= o 24" Q.G. MAX. MTL_DRIP iv r a f''EDR00M 2 r ! 1" x 2" DRIP ON TOP OF: \ •'-R-30 INSULATION + T 9' 4 GLG. `-o j 3/4" X 5-1/2" HARDIE t r� FASCIA OR EGUIV. Atli r' ►Vl I 2 X 4 5PF 5UB-BAND \\, I 5EGRUED W/ (2) 12d NAIL -0" , —1X2 FIRE -STOP Permitting STEP � � � Ill! ° ALUM. SOFFIT 5EE T - TYPICAL 5 GMU BEAM BLK. St. Luck -_ I SOFFIT DETAIL - — T LINTEL ------ - - -- -- 11N1�_. ' 4Z� F�_ ------- - V a ! W/ (1) #5 REBAR + '----- ��Q- 2' 8/6' 8 I (2) COUR5E5 BEAM BLK -_._ f ( -3/4" R-MAX INSULATION OR 6EiiER W/ (1) #5 EARS IN EACH \ Fo r COURSE WINDOW ATTACHMENT qj - 10'1 FiNDOWFLASHINAND AS PER MANUFACTURES Zl�l� - ••- WATER -RESISTIVE BARRIER - --•- a- / 5PEC.IFIGATION5 10' 4-1/2 ----- 10' O ----- w COMPLIANCE W/ AAMA 114-12 OR'714-15 I f j —PRE CAST GONG. SILL o ; ATH 2 a (1) #5 REBAR VERTICALLY Wi CONG. POURED CELL (SEE PL.A.I`I, IE OVERED PORCH q' 4 GL6. V m J 1X2 P.T. FURRING 8 -- w ci % eO .. 5TRIP5 a 16" D.G. 25 4 l-- 10' 2 " l':2 3.'t 3' 6 i i 51, 4 J m --8„ GMU m - _ 1/2" THICK', 5 COAT " 31" x 63" SH EGRE55 IMPACT 3'1x 63 5H E6RESS IMPACT H1328 x 28 5H EGRE 1 P GYP. WL. BD. OVEN/ ,_., „ 4 PORTLAND CEMENT ; LINTEL ® 74 A.F.F. r LINTEL 0 T 4 A.F.F. T LINTEL 1' 4 A..F 2' b-1/2 V 2 r— t� MICRO 1 1� PLASTER APPLIED --WOOD BASE 82 A ry O DIRECTLY TOMASONRY,;:' z 18, 0 31° x 63" 5H I dPAG7 31" x 63' SH IMPACT - �4 lb a _ _'' FREE LINTEL @ 8' 0T1.F.F. 3- 3' O x 8' 0 SGD IMP. +i, y LINTEL ® 8' O A.F.F. _ _ _ -. I a ®_ ,,.' - 150 3 b , Q_ sc" STANDING .._ Q :9• ..,------------------{ r 1 I -5EE FOUNDATION PLAN 34-1/2' TALL Pr 3;1 - v { WlGOUMHt ON TOP l a I !a 1 t O - { a I IFL2w I.ro ,Y. r + .'+.'.• .,f 'Y �� Brbt H --- 22' 0 --- '-!r-0 o � m Z' I`' - DRTE ALL SCREWS AT l" O.G. O' L V EXTERIOR SOFFIT BOARD. FASTEN TO TR!6,3Ci NIrN 46-1-1/4" [{/� I I ,q :SEAMS AND ANY A C. M THE L BR CINGTHIS APFLil- SON CREATES A n I • (�°„ j1 `','f ( 1 I '- �-- rlo STRUCTURAL DIAPHRAGM AND 1`il 1 IJOT REQUIRE ANY ADDITIONAL GRACING OI` T'{f? BOTTOM GORD5 OF THE I''I .STER 1 v m I I I `�� I -� TRUSSES OTHER THAN THE RATR.IJ . 5P'ccGlFk-D. n i BE:>ROOM i b *� `�� o a �� �l DINING ! 10' 4 GLG. o q' 4 GLG. n 15I1 - GREAT RD01�/'f — � � f'GH� ....,.,. __,. ....,.,.,,— 4/10' B GLG. I �n 9 10' 4 G •4 , o —4'0 7A:0 b, 0— L / Till /^--- mu_:..WIG+_ :o 4,0 5'6o ; °: IVA x 0, 1 1 m.. FOYER ¢ iv V 1 t. Q4 i AN it z [p1�lQ'I;14 Iu ;n lo�tce { .--.-J I_ 3'OX8'OIMPACT 31"x630514IMPACT LINTEL ®l' 4 A.F.F. _ 2 - 2' b/b' 8 W1 BARN DR. :.. P I :.... - 5'l/ ld1 I I I 4• --------- ]I ! COVERED , HDR-® TO C ; ENTRY A.F.F. OFFICE q' 4 GLG. I FLEX ROOM ! z ca a M/ ER �' I +/, `p 9' 4 / 10' 2 Cl I v flE,V'FH IO 0-1/2 �N �1�° STET' � 160-1/2 31' x 63" SH EGRE55 IMPACT 2 - 31" x 63" 5H E61l IMPACT F. LINTEL e 74 A.F.F. -4'.. 12'11--I- 6' 0 x 1' 15L. ELK 6' 2 m LINTEL ®T 4 A.F. LINTEL 0 1' 4 A.F.F. tT' 0 -- 12' 0 Y 4 10' 0 - •--- 4' 0 : -._ 16 4 __. L - WALLLEGEND FLOOR r`1:.i!"N SGALE 1/4" = 1 0 . " r NDK"ATrS 12' 4' A.F.F. TO TOP OF BEAM 4' 4° 5 TYPICAL BEARING HEIGHT TI<:OUGN OUT EXTERN WALLS UNLESS NOTED WALL DIMENSIONS: 2x4W LLS ARE DRAWN@ 3-11T 2 x 6 MALLS ARE DRAWN @ 5-1/2" BLOCK WALLS ARE DRAWN @ 8" O 15 OLD w I I 0 MIN. LAB DOOR 5Y5. W STEP h� o o� vYH-i/2 f in OXb'8 IMPACT N.o-E: FINISHED FLC 0 F GARAGE 15 116' ELOW FINISHED FLO ' of HOUSE IN ATT'IG -- OP JP1 IN'T Ui/A F R� HT ,TO 6 m ,• , n r GARAGE q' 4 GL6. ------------------------- m 31" x 63" E H 5 °" x 63" 5H LINTEL o T 4 A.F F. 41l L 0 7 4 A.F.F. 10-1/2 -- mx' i ]"',ADULATION LIVING 323'7 COVERED' E:I4ITRY 16b COVERED' I'll,i)RCH 5082 GARAGE 678+_ TOTAL 459°E CONVITIOItiII: D AREA VOLUME 28lcopv 'I' s a N 0 C mJi"_cu 'i'l■lyp � � 1--1 fiB � Amp 8 24'4 39'3 — 18,8 5'5 _ / " 4 3 7 10 1/2' 6 6 1/2 109 AT SUPPORTS SEE W 8D RING SHANK NAILS 6 SEE PRODUCT APPROVAL AFFIDAVIT FOR ROOFING I AND UNDERLAYMENT i 37" x 63 SH EGRESS IMPACT 37" x 63" SH EGRESS IMPACT H �Me�q -- - --- EMBED. STRAP PER TRUSS PLAN ACI HOOK ®VERTICAL IN TOP "H" BLOCK r• - No 1 - 15' 0 2 ,k". / — a ; PRE-ENG. WD. TRUSS PER m 00 FRAMING I G PLAN =v I 5 8" GYPSUM BOARD A: ' OR 5TA ❑ 8: 8d CD 6" O.C. TO 1/2a ,� HIGH STRENGTH CLG. Fti: o SUB FASCIA EXT RIIOREAPPLIICATIOEBOARD. SE NOTE NOW FOR•Qi G v MTL DRIP EDGE � 020- x BEDROOM 2 INSULATION PER ENERGY CALCS n 9' 4 CLG. o 1 x 2" DRIP ON TOP OF 3/4" 1X2 FIRE -STOP HOOK VERTICAL INTO TOP X 5-1/2" HARDIE FASCIA' OR « 2X4 P.T. 0.15' 0 X 1' EMBED POWER COURSE OF PORCH BEAM w •❑ EQUIV. PIN 0 12" O.C. a Rx 2X4 SYP SUB —FASCIA W/(3) 12d TYP ' OH 2 COURSE "H" BLOCK W/(1) #5 EACH, STEP °D NAILS TO TRUSS, (3) TOENAILS PRECAST LINTEL W/ (1) #5 } z N TO LEDGER w • • LINTELS 0 8' 0 A.F.F. • • G ° o • • ® • • 2. 8/ 6' 8 I I INSULATION PER ENERGY CALCS w > 16" SQ. CMU PIER W/#5 EACH CORNER h� 5 • • WINDOW ATTACHMENT AS PER z: ¢ p b MANUFACTURES SPECIFICATIONS CONSTRUCTED W/8x8x16 UNITS + ih 1X T&G W/8D FINISH NAIL THROUGH d ro " W 10 1 2' 0 TOUGUE TO 2X4 rn m 0 TERMINATE #5 VERTICAL 2 FROM TOP • �� ._., - -_-- ., OF COLUMN. HOOK #5 VERTICAL INTO s '- - I PRE CAST CONC.. SILL C5 I TOP COURSE OF "H" BLOCK 10' 4-1/2 10' 0 ( ## m p ❑, , WINDOW FLASHING AND PLANEFOIRA 0 ATIONUTED CELL SEE N a° ATH 2 \ i a COMPWATEFIANCESW/EAAMARI714-12 ER N ov b.d �O V EKED PORCH a oN Q w OR 714-15 1X2 P.T. FURRING STRIPS ® 16" O.C. O a 9' 4 CLG. c / 8„ CMU N / 0 / • N CEMENTIPLASTEROAPPLAT OEO DIRECTLY ---- -- 25' 8 0O w / x y 1/2" GYP. WL. BD. F� 4' 7 — 10' 2 7' 2-3/4 3' 8 1 /- 0 —1 ---- -- r 4 0 TO MASONRY / WOOD BASE p —� - — - --- o • C« 0 GGA-HORIZONTAL JOINT " „ z 37 x 63 SH EGRESS IMPACT 37 x 63 SH EGRESS IMPACT HB 28. x 28' SH EGRE ]EMI _ ;,, : . OVEN 2' 4 REINFORCING c� 16 OC - T LINTEL 08' 0 A.F.F. 2' 6-1/2 8' 2 � 8 2 c� ._ sr IGR N -1 ❑i s a • • e • • • •[� \ O THRESHOLD BLOCK W/#5 CONT �.�.�.-._.�,-,-. 37" x 63 SH IMPACT 37" x 63" SH IMPACT FINISHED FLOOR O 18' 0 3- 3' 0 x 8' 0 SGD IMPACT I L ( #5 DOWEL AT EACH VERTICAL BAR — 3 6 1,y LAP SPLICE T T-) - Is LICE 25 ACI HOOK IN FOOTING • I TANDING • s • � • • « • � • III-11 �I, #4 @ 48" OC MAX AND AT #5 VERTICAL LINTEL O 8` 0 A.F.F. LINTEL 0 8' 0 A.F.F. LINTEL ® 8' 0 A.F.F. 24 • 34 1/2" TALL WAL I— o W/COUNTER ON TOP g VARIES 3' MAXIMUM IIIIIII 12I p� o •O ! e = N FINISHED GRADE SEE SITE PLAN I h� 1— = III III IIl I I i I — — — — BATH I - o z lilt II Ili:-1 f - III=III 22' 0 5' 0 ° 0 • 'I I I_I N -1 e • • SEE FOUNDATION PLAN �- MASTER BEDROOM ° 9' 4/ 10' 4 CLG: =2, 8/6 8� D I N I I V l7 N NOTE: 0 9' 4 CLG. • EXTERIOR CEILINGS SHALL BE 1X T&G TO MATCH SOFFITS .- :-- • GREAT ROOM I KITCHEN � TYPICAL EXTERIOR WALL SECTION a0 STEM WALL N m 9' 4/10' 8 CLG 9' 4 / 10' 4 CLG. N (D IRRIGATION N , I - ob • I - > PUMP BTIMER ❑ N h 10" - 4' 0 FINISH FLOOR . ... _..,.e ... --- ------ ---- p _ I 1 \ o 6 0 8 0 a 5 5ER5 °.. Q5-5/16' 16' • ,� VY I C ,., ,,a-Z;\. "- ! ° a. o ° GARAGE FINISH FLOOR -Y--Y-,-Y-[-� y--Y-y-y-, WIC - m 9' 4 CLG. s ° /4 2 O x ¢ ¢ O FOYER ER O RYER 8X8 THICKENED EDGE W/#5 N v� M \ ! PAN °�° m I TTHRU W ° c o v L UN. L�11 x VISQUEEN 'iBOND BREAKER idD _ = d evv A -A 4 CLG D aO un D... BLE STUD.. CcD e , 37° x 63" SH IMPACT - TR S A18 ABOVE ® ° 7 0 4 0 7 0 3' O x 8' 0 IMPACT 2- 2' 6/6' 8--6' 0 2 - 2' Q/6' 8 W/(2) 12" SIDE LT. ] L__� 1 • • STEPS aC1 GARAGE/HOUSE POOR - - PKT - - - • • • • • - - BARN DR. Ae A ST 0 { 3 s R ' I q 3' —1 2� 4 4 1 1 5- +- mA H U I W/ SCALE: 1/2" = 1'-0" A a a DOUBLE STUD m m m • o�/o'.`.�.,) Im m o� Al LIU ABOVE A -A �� • • IM CT • • o o o % ❑° Z OR TO HOUSE 3068QN 1 ❑ o d r 4 1-3/8" SOLID CORE OR ( BOLLARD TO PROTECT 2 9 - l m a 1-3/8 HONEYCOMB WH AND A/C / 7 N ^ - --- L- -- o d CORE STEEL DOOR HDR.07'O N o a COVERED h. --� �j NOTE. FINISHED FLOOR OF GARAGE (2) 5 EA. CELL A.F.F. OFFICE M N ENTRY TR IS 16 BELOW FINISHED FLOOR OF 2 CELLS SEE DETAIL Pwn 1 s 4 CLG.. - FLEX ROOM v MASTER d N s d 9' 4/ 10' 2 CLG HOUSE - _ o BATH �° 16: SO. CMU 22-1 /2' x _54' d, k c 9' 4 CLG: (! W/ (4) #5 BARS DOUBLE STUD ACCESS" • EA. CORNER AT D5 ABOVE 3' 0-1/2 LINTELS 10' 4 A.F.F. • a r 10 • =+1 z� ?._RISERS ®6 + or - \_ AHU 2 IN ATTIC zozo- / X,II 52 +----11' 8-1 /2 °� 8' 8 - -- —j 16 0-1 2 ao l\T G ¢ �• • E « e N 91 8 • e • • e $EC jf� p N 2 37" x 63" SH EGRESS IMPACT o A `� 2 - 37 x 63" SH EGRESS IMPACT j / / / j FS o jo / / • • 2' 11—� 2, 11 N 7-1/4 — �� 6' 2 1 4' 6-3/4 / 72" x 16" FIXED GL TEMP ❑ %i j 8' 6 8' fi / /. 1 T b 12' 0 3' 4 10' ()-1 � 4' 0 16' 4 ul GARAGE a 9' 4 CLG. (2)#5 EA. CELL REVIEWED FOR CO DE EC CO MPLIANCE PLIANCE 23' 8 TA B U L A TI O N ST. LuciE COU NTY o • • BOCC 37" x 63" SH 37" x 63" SH WALL LEGEND 32 LIV37 _ / ING q 2-al 5' 10-11 2—J I / --5' 10-1 2 62' 8 25 0 I FLOOR PLAN SCALE 1/4 - 1 0 I �r COVERED ' ENTRY 168 COVERED PORCH 508 GARAGE 678 TOTAL 4591 CONDITIONED AREA VOLUME 31616 Cf= II i I ��iunugei '[ 24' 4 393 — 1$` $ --- 5' 5 .�`�� W». Rq�a`',i Y F— -- — — —_ — �---- _.----------- � ire No 40111 �* '.• : STATE OF ,: W --------------------- S.......... I I I 2020-07-29 I I 0 I 1 I 10 I I N I DO c� z M O II " 00 p n 3' 4 j HOLD TO OF STEM WALL W I I DOWN 16" TO BEAR MONO I � N o r --------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I F001ERONSTEMWALI I LL N Q _Y-------------------- (� c x — --------------------- -- f I i � I I � •- ' AA i' I I 0 N I o G) i I I ( I I Is a I cv i ~''' w I I W \ I V Cf Lj --25' 8 OI o i` i `o I c p a cn I o _ \ �, I +F-+ W I a � r I -------F 4 \__...�i ztp' p _ SGD DOOR LESS q rQHOLD TOP OF STEM WALL 0 ------------------------------------------------ ---�DOWN 16"TQ BEAR MONO Q I 4,, CONCRETE MECHANICAL PAD W/ FOOTING I POLYETHYLENE FIBER OR 6X6W1.4W1:4 WWF -r FOQTER ON STEM WALL @R SIZE AND REINFORCING I I 8"X$" THICKENED EDGE. W/#5 CONTINUOUS 4" 3000 PSI CONC. SLAB W/ 6X6 W1.4 W1:4 WWF 1" FROM I 'I. TOP OF SLAB ON 6 MILL VISOUEEN TAPE JOINTS ON � TERMITE TREATED CLEAN. SAND FILL COMPACTED TO 95% MODIFIED PROCTOR I i I% 1 I I L-------- I I STEM WALL FOOTING I I a 12" DEEP X 24" WIDE WA3) #5 I co -� I _ MONOLITHIC FOO11N 4 I I 16" DEEP X 20 WIDE W/ 2) ifs I I N �O I I SEE SH�ET S-4 FOR FOOTING DETAILS 1 I HOLD TO OF STEM WALL SEE SHEET S-1-1 FOR VERTIQ�L STEEL LOCATIONS I Qa N I DOWN 16'TO BEAR MONO 1 FOOTER ON STEM WALL 2X4 FRAME BEARING IIIII iiIII III iIIII 1I1II 174' 0 0 WA—LL - --+- -- --- STEP 3-1/2 ----- ---- --- I`„ --Y 3. —' 0-1/2' SINGLE JACK 1/2nREQES1 DOUBLE STUD 0 AND STUD GIRDERA® VDOUBLE STUD GIRDER D1 ABOVE O 2X4 FRAME BEARING WALL ao r rwn' y. 1`n w I chk d0- I 1 0I I CD TO OF STEM WALL J W scale: Qi Pti.—..1iI ( DOWN 16" TO BEAR MONO _ I I i y I FOOTER ON STEM WALL 1 I I I Io no. 1 I I I I ADD (2) #5 x 24' TOP I" AA I I I I 2020-07-29 kev 1 DOUBLE STUD � J I i DQQR ate: - - - - - - - - - - - - - 1 I I I 3' 0 11' 0 I I i i I I GIRDER D5 ABOVE i sco I I I I I I - - - - -- - - - - - - - -- 1 I I UW I I00 -----------------� I�'_ SLOPE DN. 2 , ., ^+ p 00 a a C1 L J- - - - - - - - CD '---------- J O a en vg] Q - — — - — M I — — — — I I LgJ � • � Cd 17' 0 X 12'0 3'4 10'0 4'0 16'4 i CD L1 Ia •eJ o 0 41 W A I a L--_"--+----d--------tl -_ -------_____________.------`- °4 " h - ,-1 9 PAGE 62' 8 25' 0 FOUNDATION PLAN REVIEWED FOR COD E COM PLIANCE P IA NC E SCALE 1 /4 — 1 0 ST. LUCIE COUNTY OF 6 BOCC : I I „H„ 12' 4" BEAM HGT. 2 COURSE BLOCK W/#5'EACH TRUSS NOT. SHOWN 39' 3" — - III TRUSS PER FRAMING PLAN , " 4 GROUT WALL SOLID FROM SOFFIT �P 9'-4" TO TOP I ZONE 5: UNDER ROOF ZONE 3 EXTEND PARTIAL HEIGHT cMu 4 ALONG WALL FROM CORNER -50.5 PSF ROOF ZONE 3: UPLIFT -89 "H" BLOCK w/#5 zz ZONE 4: BALANCE AND PORCH CELINGS -41.0 PSF 9' 4" BEAM HGT. SIMPSON HU HANGER SEE FRAMING PLAN FOR ATTACHMENT ROOF ZONE 2: BALANCE OF ROOF UPLIFT -63 5\ COVERED ENTRY/OFFICE WALL G - SCALE: 3/4" _.4,_0„ 1111x N N N. .- M �t rn co r� co rn o o O (Do o r -a 7 0 4 2 Q 4 4 Q Q 4 Q Q <C d 4 4 Q -- 6 J23" . o ... J25 -- .-. _.00 iv - - T J16 - 4 CLG. _-----... - -- -.. _.. J16 .............. .-_ - -- co ca m c7 r J16A J 9'-4" ADD 2 COURS S "H" LOCK / , CLG: #91 ON T OF B ND BE M - - -. LOW F R TOW 10' .._.... J23B - ✓,� a _ V1A 10'-8' N 6 CLG. J25B 9'-4" m Do m � m m 00 m m m m CLG. J17A J17A - - J17A J 17A- ----- CLG, -- J17 --- - ------ 9' 4,� .... - ..., ; CLG. J17 ,. 10'-8" V4G - > -+ - - CLG. J17 - - --- -- ---- � CLG. ------------ -- --- _.. - SHEAT IE END OF VAL y SET y W/5I " CDX SB D �N J17 V2G RINGSI ANK 06" - — — --- - --- -------------- J17 I EATHE ND 0 TRUSS S Al 2345 W 5 / C DX S W B I D J17 RIN SHANK ® 6" C ALL UPPO S V1G - ------.... _ ._.._-. _ J L J L J l J L J l N J L -J L J L J L :.J L J L -J L J L C1 3-PLY - - -- - -- - D1 2-PLY G1 Gz - - ------ --- - ------- - -- , -- r' 7 - - D2 - — -- - - -- - \ 7 G1 2,_4,, „ V G1 LG. i, D3 -- -- - 2 2 C4 - --G2 D4 91-4" CLG. --- C5 _.. ----•. --- --- - - -- _ - _._..._. V - --- J23 i J23 D5 2-PLY tLY \ \ > >425A — -----. CIS ✓�,O NO& J25D 10 2 J J23C J21 CLG. J25 _ J25A' 9 -4' o co N UD co Cq CLG. J3A. - ' 2 J1 - ---- J23 \ - -- - - J2IV - n r• n m /N I 1 2' \. i �' CONTINUE, 9'-4" HIGH C14 60ND BEAM 24" AROU D CORN coto n r r n rCq M :.:...� : 18' 8c i��p��tuaaagao�s No 40111 * e c'� L N N N an— N OF :...�; S,•l OR Iq. C9 e` j oo J23 ° +aN i i 0i�,�,e 020-07-29' J25 BU B L D I N 1ktw7 I -..... J 00 zFQy \ CLG. - F4 COMPONENTS z CN - — - _ F3 BUILDINGntoI RM Do o - 2-PLY N N TRUS ES@RMBCLLC.COM 0 V1F J18 Q <( ¢ 4 4 J18 W Cn V2F 8 \ V3F\ � J18 N --L F�4 ED J18 N LLJ o J18 T C0.4 M J18A C � N w o r 24 CANT J18A ^ z 4) -- : TYPICAL TRUSS UPLIFT < O C 1 00 -C J18A ATTACH VALLEY SET TRUSSES TO TRUSSES BELOW 00 ......... ......._..... .. W/ LTS12 EA. END AND 6'A.C; +I, PROVIDE DOUBLE STUD DIRECTLY UNDER j __.,.. _.-.-_.:. -__-_ GIRDER A18, D1, D5, SP4 NOT REQ'D ---- -- _ .._..._ J18A I j �... J18A --- -----� 9 -4 UPLIFT 900# MAX CLG J18A TRUSS TO TOP PLATE: MTS12 ON ALTERNATING SIDES OF WALL 1 O' 4' TOP AND BOTTOM PLATE TO STUD SP4 @ IV O.C. EACH STUD CLG. - J18A o I 2 9'-4„ - - -- N UPLIFT 3075# MAX CLG. HDU2 W15% THREADED ROD SET 8" IN EPDXY TO SLAB J18A --------- ----- ----- - - - UPLIFT 1100# TRUSS TO PLATE (2) MTS12 ON OPPOSITE SIDES OF WALL 1 .TOP AND BOTTOM PLATE TO. STUD SP4 n � _ -- - -- J18A . r U 4 UPLIFT 53009 U ' (2) aa. THREADED ROD 17AND 24"FROM BOTTOM IJ 18A OF TRUSS VERTICAL WEB THROUGH WEB AND " �- - - - J _ SET S"INTO EPDXY TOCMU. b J18A_J 5 UPLIFT 4800# MAX SIMPSON VGT W/5/8" THREADED ROD SET I? IN EPDXY ' J18A � tla UPLIFT 500# MAX 5' 5" - 6 SIMPSON MTSM W/(7)10D X 1 #" TO TRUSS j _-- —_ - J18A (3) X 2 r TAPCON TO CMU Ln --_---- --• ---- -.-. 7 UPLIFT 725# MAX GRAVITY 1400# MAX 9 " 2x4 BEAR NG WALL 9'-4" J18 - SIMPSON HUC212W/(6)IODX 1 "TOTRUSS `-ZN AHU 1 CLG. m m /.- ih (8)tX2tTOCMU(4)EACHSIDE e— tV tV cM ' $ UPLIFT 725# MAX GRAVITY 1400# MAX GO J21 SIMPSON HUC214-2 W/(12)10D X 3" TO TRUSS (14) k X 2 t TO CMU (7) EACH SIDE al. drwn by. J LU o J23 2 /r/ E8 scale: 9 w w > > E7 o e: ` 2020-07-29 REV 1 s o E6 N ---- ..... ----------- ----- ----- - - - - —� N E5 I N ,-I ----- O 1--------� -------- - - - ._ 4r A E4 O ----- . _. G .. -- -------- ------ - -- ---: _ co M >✓j O CD N E3 iv ---- - --- — - Z :_----- -- --- -- E2 9' 4" " O CLG. E1 DO d> u Q,°o ... ........-.. __-_._._.—. _.______ ---------- _ __....._ _. r._. _ ..._ _.._-._ _ __:._ _ ........ �I J25 rn _ Qu r J23 J23 _.._ o M an : ..T _ €�' "0 B a10;4r J2 , f m In Ir r n n r, ra u� r> Cq ^'a - LEFT SIDE OF TRUSS REVIEWED'FOR PAGE 17 0 12 0 - 3 4 9 8 44 16 4 25 Olt CODE COMPLIANCE ST. LUCIE COUNTY 871811 S-3 BOCC OF 6 I I 'I I I _ I ,I I www`e�Q #5 VERTICAL STEEL PER 4" CONG, SLAB W/ 6X6 W1.4 W1.4 WWF 1" FROM a *� 2X6 PT BUCK TO JAMB W/1/2" #4 x 48" W/ 12" HOOK @ PLAN W/MIN. 25" LAP 4 1/2" BASE TOP OF SLAB ON 6 MILL VISQUEEN TAPE JOINTS = EACH #5 VERT. DOWELTERMITE TREATED BOLT W 2" WASHER, 2" HOOK,SAND. FILL L e 5" EMBED @ 1 ,3,5,,7 ABOVE SLAB COMPACTED TO 95% MODIFIED PROCTOR P°pit REINFORCING PER PLAN #5 CO. 4" MAXIMUM e °•"°r�� NOTE HEIGHT OF STEM WALL VARIES SLOPE 4" ; PORCH FLOOR (SLOPED PER PLAN) WITH FINISHED GRADE a x—x x=x=x x z HEADER BLOCK W/#5 OR „ c. 4 1, a CAST SLAB OVER POUR SIM TO SECTION B n :',.. 6X6 W1.4 W1.4 WWF 1'4" 8° CMU STEM WALL CONT. THROUGH STEP 4" CONC. SLAB W/6X6 W l A A WWF ^'� OVER 6 MIL VISQUEEN VAPORBARRIER a w GARAGE DOOR B K W/TAPED JOINTS OVER COM ACTED I � 0.1 C APPROX.GRADE(SLOPE6"IN10') MONOLITHIC FOUNDATION �..... SCALE..: 1-1/2" = V-0' FILL TREATED FOR TERMITESw- W/ (2) #5 r #5 DOWEL W/ ACI HOOK PER PLAN REINFORCING PER PLAN REINFORCING PER PLAN` - N SCALE: 3/4" = 1'-0" � a e 31, CLEAR o ° .8 12" 0 i 3 CLEAR 24" 2X BUCK TO WALL 1 4 X 2" EMBED 1X BUCK ATTACH TO CMU STEMWALL FOUNDATION W/ TAPCON 2 ROWS 24" O.C. W/0.097" O X 2" X_J" HEAD "T" NAILS 3 #5 DIA. RODS CONTINUOUS STAGGERED) CAD NET 12" O.C.)6„ MAX FROM END @ 6" OC NET. ATTACH DOOR/WINDOW ON CHAIRS ATTACH WINDOW TO BUCK PER NOA/FPA THROUGH BUCK INTO CMU PER NOA/FPA III 25„ LAP SCALE: 3/4" = V-0" TYPICAL 8" BLOCK EXTERIOR _ WINDOW/DOOR BUCK WALL SCALE: 1-1/2"= V 0„ TYPICAL SLAB 7 FLOOR DRAIN 6X6 W1.4 W1,4 WWF / NOTE 1" FROM TOP OF SLAB \G/ HEIGHT OF STEM WALL VARIES 3' MAX FROM GRADE TO SLAB I [ SEE SITE PLAN FOR FINISH GRADE X_ SLOPE TO DRAIN a 4' e „ x x—x—x _x H. MIN. 8"CMU. STEM WALL..: a.. 8"X 811. HICKENED S. li EDGE W/(1) #5 - VAPOR APO BARRIER 8" C.M.U. BEYOND 2X8 P.T. GARAGE DOOR BUCK `" CLEAN COMPACTED FILL O GRADE (SLOPE 6" IN 10') - SEE SITE PLAN .----- TERMITE TREATED ENGINEER TRUSSES a@24 O.G. 4' LARGER THAN BLOCK WALL O „ SEE FRAMING PLAN FOR 3/4^ RECESS IN SLAB — 12 MIN LOCATION AND ANCHOR rn CONCRETE __FINISH F�oo-- - - EXPANSION JOINT #5 DOWEL W/ACI HOOK IN FTG 6x6WIAW1.4WWF B - I, LAP #5 VERTICAL. 25" MIN (I. 2 2 4 #2 SYP TOP PLATE LAP JOINTS LOCATE PER SHEET S-1 12 ) xx DRIVEWAY SLAB 32 10D. JOINT OVER STUD a� 11F x , ®. 24 (2) #5 TOP EXTEND 2" BEYOND JAMB - aA STEMWALL FOOTING W/ (3) 95. CONTINUOUS ON CLEAN COMPACTED FILL ___.... ..CHAIRS \i EXTEND VISQUEEN UNDER FOOTING 118. MONOLITHIC FOUNDATION W/ 2X4 BLOCK 0 MID —HEIGHT TYP @ ALL MONO FOOTINGS (2) #5 CONTINUOUS ON CHAIRS 1/2"G.w.e. SCALE: 3/4" = 1,_0" .2x4#2SPFORSYPSTUDAT16"O.C. SP4 T&B EACH STUD @ BEARING WALL INSULATION PER ENERGY CALC5 2 x 4BOTTOM PLATE III 1/2"m A.B. @ 24" o.C. & 6" MAX P.T. SCALE: 3/4" = 1'-0° FROM END OF MEMBER. MIN. �"'� 7" EMBED W/2-1/2"o WASHER HOOK #5 24" INTO SLAB #5 ERT. W/ ACI HOOK INTO FINISH FLOOR 8" BLOCK STEM WALL TOP COURSE OF BOND BEAM xa--=x.a.r-x..; 4 25LA 4" CONCRETE SLAB W/ 1 6X6 W1.4 W1.4 WWF " FINISH PER ELEVATION 18"X20" MONOLITHIC FOOTING 8" OVERPOUR W/(1) IRS W/(2) #5 AT BEARING WALL 18d G.M.U. 1 —x—x—x—x x—x—x— I FINISH FLOOR I GLEAN COMPACTED FIL 6x6 W1.4 W1A WWF VISQUEEN BOND BREAKER VARIES FINISH GRADE 4" MIN. I 1' IL �L TERMITE TREATED 11 W ]===L L (CELL wD/225 LAOWEL P O VERTICALEACH 2#5 BARS SEI 0 a a 8 12" I T 8" IN EPDXY TO STEM WALL REBAR TO BOND BEAM G STEEL 25" FOUNDATION LAP MONO FBI CLEAN COMPACTED FILL 1-8-- MONOLITHIC _ W/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS 24" \\_ STEMWALL FOUNDATION W/ (3)'#5.CONTINUOUS ON CHAIRS IIII .-._ SCALE: 3/4" = 1'_0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" STEMWALL FOOTING W/ (3) #5 CONT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PEAK ROOF HEIGHT AIFEm e �' a V. 17 6114 or A.F.F. it , �o r � r � r . ♦♦°O �QS.� C E N SF f�yO� *.' No 40111 L y* 12 .�`•. STATE OF �,♦, - PORCH LINTEL 8X1 \ _5 I> < aP••��20°' u 6 y __ ,� �, �� \ ..:.. {2) ({5 PCL AND ' K MAIN HOUSE BEAM HEIGHT ELEV. 9, 0 4„ A.F.F. L=7'5 \i 2020-07-29 L=93" L=57,Y L_57 L=57,�„ L=57 L-57„" L-57" L=57„„ \ J j 00 o, iLn +38/41 o ®� /� ►� +38/- 0 / o +33/p40 ® +37/-40 +37/-40 +37/-40 +37/ 40 +37/-40 .- FINISHED FLOOR OF HOUSE O ELEV. ®e pee FINISHED GRADE li ELEV. ^1,^®eA.F.F. FRONT ELEVATION w SCALE 1 /4„ 1 0„ @ _ W III �j Lu (n o _ \ i 0 MAIN HOUSE REAM HEIGHT -- ,+ ELEV. 9' , 4" A.F.F. I � b o L_93,,,, r +37/49 +37/-40 FINISHED FLOOR OF HOUSE e ee +37/49 +37/-40 FINISHED FLOOR OF HOUSE e ee I NMI FINISHED GRADE ® +37/ 40 +35/-38 h 1 ........ ELEV, e1, " 8e' A.F.F, — I 03 LEFT ELEVATION SCALE 1 /4" = 1' 0,> o .,Uri RIGHT ELEVATION SCALE 1 /4" 1' 0" as �i 01 - U ^� UNLESS NOTED OTHERWISE ON ELEVATIONS: TYPICAL LINTEL BN24" 8" PRECAST CONCRETE LINTEL (PCL) W/ / wn (2) COURSE "H" BLOCK ABOVE POURED SOLID. (((1 #5 EACH "H" BLOCK AND IN PCL LENGTH, 1", OF VARIES, AS SHOWN ON ELEVATION. c k "L" SHOWN PROVIDES 6" BEARING EACH END +37/40 +37/-49 ,a no. date, 2020-07 1 REVIEWED FOR CODE.COMPLIANCE ST. LUCIE COUNTY BOCC OF GENERAL NOTES - - WHICH PENETRATE TRUSS PLATES SHALL BE 1-1/2'4ONG... THE DESIGN OF THIS STRUCTURE AND THE CONSTRUCTION THEREOF ARE FULLY UNDER THE JURISDICTION PROVIDE 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCING T 16 O.C. N ALLW ALES. s f TRUSS AND ANCHOR PER FRAMING N OF THE 2017 FL, BLDG. CODE RESIDENTIAL AND EXISTING, ACI318 -14, NCMA; NAT'L FOREST PROD:. TRUSS PLATE INSTITUTE TPI . 2014 AND ANY OTHER ASSOC. AND NATIONAL DESIGN STANDARDS, USS A ( I• CARE SHALL BE TAKEN DURING CM WALL C - U ERE TION TO INSURE HAT DELLS TO BE LINE-UP UNLESS NOTED OTHERWISE. INSTALL SIZE AND NUMBER:.OF NAILS TO PROVIDE MAXIMUM UPLIFT T SPH4 TOP AN -a 0DX3" TO BOTTOM W STUDS '.. NATIONALLY RECOGNIZED TRADE ORGANIZATIONS. PROPERLY; PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE I CHEi AND MINIMUM CLEAR RESISTANCE IN ACCORDANCE WRFT SIMPSON REQUIREMENTS. USE OF ANCHORS BY OTHER ,(6) '.. - DIMENSION OF 3". PROVIDE CLEAN -OUT HOLE IN BOTTOM COURSE AND REMOVE MORTAR MANUFACTURERS IS NOT PERMITTED UNLESS APPROVED IN WRITING BY THE FOR OR SHOWN ON MEANT ANT T BE REPRESENTATIVE OF SIMILAR TYPE CONDITIONS NOT DETAILED_ DETAILS SHOWN E O - NSPECTION HOLE A7 DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE ADDITI NAL �OW PLANS. DO NOT FIELD ALTER ANY ANCHOR, HANGER, STRAP. ETC. - - UNDERSIDE OF PRE -CAST LINTEL BEARING AND COVER AFTER GR UT BE HAS BEEN PLACED. _/41 ENGINEER RESERVES THE RIGHT i0 HOLD SUBMITTED SHOP DRAWINGS FOR TWO WEEKS PRIOR TO IALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL E STAINLESS STEEL. ALL NAILS SHALL EANNOTATE" RETURNING SAID DRAWINGS TO CONTRACTOR; THE CONTRACTOR SHALL CH C CKAND WHERE TWOBARS ARE SHOWN IN ONE CELL, INSTALL BARS ONOPPOSITE (INTERIOR AND EXTERIOR) BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS, 50 AS NOT TO SPLIT WOOD. ".. SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE WALL PER DETAIL, CONTINUE SEPARATION OF STEEL INTO TIE BEAM. : RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS WITH SUFFICIENT LEAD TIME SO AS 70 PRECLUDEFACES . THE L y All NAILS THROUGH PLYWOOD SHALL BE NAILED FLT.SH WITH TOP OF PLYWOOD. DO NOT COUNTERSINK ' - NECESSITY FOR AQUICKER REVIEW, PROVIDE (2 "H", MN O ((COURSE BLOCK BOND BEAM W/(]) #5 EACH COURSE, AROUND PERIMETER OF BUILDING NAILS.' I' - AT TOP OF ALL CMU WALLS AND AT JOIST BEARING ELEVATIONS. LTER :. ATELY, PROVIDE 8X16 CAST BEAM . FOUNDATION. AND SITE PREPARATION ,,, W/ 2 #5 TOP AND BOTTOM, W/#3 STIRRUPS � 48 OC. PROVIDE DDI ONAL: REINFORCING /STIRRUPS O V T ALL W CONTACT WITH MA Y N Ei ' E TREATED AND SHALL HAVE HO A WOOD IN CO C SONR JCO CR E SHALL BE PRESSOR .AND BEAM SIZE PER PLAN. UNLESS SPECIFICALLY NOTED OTHERWISE ON FLANS, BEAMS SHALL BE DIPPED GALVANIZED (G90) OR STAINLESS STEEL (TYPE 316E) METAL FASTENERS OR PLATES. :. SITE PREPARATION AND EARTHWORK FOR FOUNDATIONS SHALL COMPLY WITH GOOD ENGINEERING O FO CONTINUOUS AROUND BUILDING PERIMETER, INCLUDING CHANGES:IN$EAM ELEVATION. ,PROVIDE SINGLE I - PRACTICE 70 ACHIEVE AN ALLOWABLE BEARING CAPACITY OF 2000 PSF.. #5 HOOK BAR TOP AND BOTTOM FROM TIE BEAM 12 INTO WALL HERE BEAM TERMINATES AT A HIGHER " ALL STRUCTURAL WOOD EXPOSED TO WEATHER SHALL BE #2 SYP P.T. UNLESS OTHERWISE NOTED. JAdK EACH `JAMB _ --'' WALL.. PROVIDE #5 IN GROUTED CELL AT TWO END CELLS AT STEF IN 71E'':BEAM. - SINGLE AS A MINIMUM ALL AREAS UNDER THE BUILDING AND FIVE BEYOND SHALL BE CLEARED -GRUBBED : '':, UNLESS NOTES OTHERWISE, ALL LUMBER SHOWN SHALL BE SOUTHERN YELLOW PINE OF SIZE AND GRADE "-- -- AND STRIPPED OF ALL SURFACE VEGETATION AND DEBRIS. STUMPS SHALL BE REMOVED IN THEIR : NOTED. WHERE NOT NOTED, USE #2. LUMBER OF OTHER SPECIES MAY BE USED IF APPROVED BY THE FOR - . ---' ENTIRETY. PROOF -ROLL THE EXPOSED SURFACE WITH A VIBRATORY ROLLER THAT EXERTS A bYNAMIC. UNLESS NOTED PROVIDE PRECAST CASTCRETEOR W IN WRITING, G. :. � __ L SOFT AND/OR FORCE OF AT LEAST TEN TONS OR WITH A FRONT END. LOADER, WITH BUCKET FULL. AL O D/ LOTTS WITH (1) #5 OVER. OPENINGS, HOOK END OF BAR INTO JAMB CELL. GROUT WALL SOLID FROM.. -'- YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH COMPACTED FILL MATERIAL. LINTEL TO TOP OF BOND/TIE BEAM : WHERE GLULAM IS SPECIFIER, IT SHALL HAVE MINIMUM DESIGN STRESSES OF. Fb 2400 PSI, E = 1,800,000 PSI, Fv = 210 PSI , Y N S THAN 95 OF THE MODIFIED PROOF -ROLLING SHALL BE SUFFICIENT TO PRODUCE A DENSITY O LES % PROCTOR FOR 24 BELOW ALL FOOTINGS. FILL SHALL BE CLEANS WELL GRADED, GRANULAR SAND MATERIALPLACED IN LOOSE LAYERS OF 12 COMPACTED TO 98% MAXIMUM DENSITY. :. " DENSITY TESTS FOR ALL FILL AND 24 BELOW EXCAVATED VIRGIN SOIL SHAI L BE PROVIDED AS FOLLOWS: - 1 PER 1000 SF OF SLAB AT "Id BLOCK TIE BEAM, STEEL SHALL STOP W FROM CORNERS WIT AND BOTTOM, WITH 32' LAP. U.O.N.HERE POURED TIE BEAM IS USED DROP BOTTOM OF BEAt AT 16 O.C. MAX., AND AT HEAD OF OPENING BEARS" MIN. EACH VERTICAL REINFORCEMENT STEEL SHALL HAVE AMINIMUM CLEAR - A SINGLE #5 CORNER BAR, TOP - � i.- :. i OVEOPENING AND ADD 2 #5INCHES, END. ,iIL : NNCEOF1/2'FROM MASONRY. WHERE PSL IS SPECIFIED IT SHALL BE TRUS JOIST 2. E PARALLAM P L AS MANUFACTURED BY 0 S WEYERHAEUSER. DOORS & WINDOWS - - ..- :1 PER 50.LINEAR FOOT OF CONTINUOUS FOOTINGS DOORS, WINDOWS (INCLUDING SHUTTERS) AND ALL COMPONENTS INSIDE THE STRUCTURAL OPENING I L- • 1 FOR EVERY FOUR ISOLATED PAD FOOTINGS , GROUTING OF MASONRY CELLS SHALL NOT EXCEED 16 FOOT LIFT, N SHOWN SHALL BE DESIGNED AND INSTALLED FOR A MINIMUM DESIGN PRESSURE AS SHOWN ON PLANS - LTT20B W/1/2" THREADED „ EPDXY SHOWN SHALL BE HILTI HIT RE500 WITH "HAS-E' THREADE RODS PROVIDED BY HILTI. TURN OR IN THE PRODUCT APPROVAL AFFIDAVIT.I'i ROD SET 8" IN EPDXY DENSITY TESTS ARE NOT REQUIRED FOR PILE SUPPORTED FOUNDATIONS. : ROD THREE TIMES WHILE INSERTING; END CUT OF REINFORCING STEEL SET IN EPDXY SHALL BE CUT AT DOOR AND WINDOW BUCKS SHALL BE 2X6 P.T. W/ (2) ROWS 1/4" X 1-1/2" EMBED TAPCONS 0 16" O.C. C7- C CONCRETE & REINFORCING 30.DEGREE ANGLE, RODS INSERTED IN EPDXY SHALL BE OIL FREE. .. IF I BUCKS ARE USED, ATTACH WITH (2) ROWS T NAILS @ 8' OC: ANCHOR WINDOW/DOOR THROUGH - „ I INTO CMU PER DOOR/WINDOW MANUFACTURER. /� I WALL FRAME BEARING A L - EXPANSION BOLTS SHOWN SHALL BE HILTI KWIK BOLT, WITH A MINI UM S EMBED. .. V 4 `- NOTIFYENGINEER 48 HOURS PRIOR TO PLACING ANY CONCRETE:' . , „ I, :. UNLESS NOTED OTHERWISE, J BOLTS SHALL BE 7 EMBED WITH 2 OOK �I : ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 2014 ,. CAST -IN -PLACE CONCRETE SHALL ACHIEVEA 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI, WITH A : , FBC-R. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND PRESSURE AS THE DOOR/WINDOW IT IS „ ,, „ P. DOWN CELLS SLUMP OF 3. TO 5 . BOND BEAMS AND.GROUTEDCELLS SHALL.3000 PSI WITH 8 SLUM .FOR EPDXY USED IN WOOD SHALL BE SIMPSON SET EPDXY: DRIL D HOLES IN CONCRETE/WOOD PROTECTING. TRUSS AND ANCHOR PER FRAMING PLAN SIMPSON HDU PER PLAN .DOUBLE 2X4 #2 SYP TOP PLATE LAP SPLICE 32 W/ (10) 10D JOINT OVER STUD �- LSTA12 EACH SIDE EACH END -' W/(4)0.148"X3"NAILS TO HEADER AND STUDS - J" THREADED ROD PER PLAN USE COUPLING NUTS AS REQUIRED PT #2 SYP BOTTOM PLATE W/1/2"X7„ EMBED J BOLT 0 24" OC AND 6" FROM END OF PLATE MAY BE GROUTED WITH COARSE MASONRY GROUT (ASTM 476). FOR EPDXIED RODS SHALL BE 1/8" DIAMETER LARGER THAN RE INF RCING BAR, ROD OR THREADED ROD. (i.e. 5/8" ROD REQUIRES 3/4" HOLE). PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE A 6 MIL POLYETHYLENE VAPOR RETARDER, WITH : ('� �+ / JOINTS LAPPED 6" MIN. AND TAPED UNDER ALL COVERED SLABS ON GRADE EXCEPT SIDEWALKS AND : .BUILDING DESIGN LO ADS OADS _ 8" CMU RUNNING BOND PATIOS. WOOD FRAMING 9 8 #5 VERTICAL AND DOWEL PER PLAN IN SLABS ROOF & CEILING LOAD (WOOD TRUSSES) '. - CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAWCUT OR CONSTRUCTION JO INT S HORIZONTAL I W T TRUSSES SHALL BE DESIGNED AS "COMPONENTS AND CLADDING ,ANDliAWFRS IN ACCORDANCE TOP CHORD DEAD LOAD 20PSF LADDER TYPE H AL JOINT CONTAINING WIRE MESH OR FIBER AS REQUIRED TO PREVENT RANDOM CRACKING, SA CU JO INTS SHALL BE MADE THE SAME DAY AS CONCRETE PLACEMENT AS SOON AS CONCRETE CAN BE CUT WITH ASCE 7-10. SEE WIND LOAD DESIGN CRITERIA. : BOTTOM CHORD DEAD LOAD7 PSF REINFORCING ® 1 6 O.C, (TYPICAL) WITHOUT TEARING EDGES AND SHALL BE A MINIMUM OF 1/8" WIDE AND 1/3 SLAB DEPTH DEEP. TOP CHORD LIVE LOAD 20 PSF O C „X..,,. A SUBMIT ROOF TRUSS SHOP DRAWINGS, SEALED BY AN ENGINEER EGIST UT RED IN THE STATE OF FLORIDA, "�, 5 5 5 WCUT CL LOCATION � AT EACH DOWEL LOCATION FOR REVIEW PRIOR TO FABRICATION. SHOW DRAWINGS SHALL IN LUDE METAL TRUSS HANGERS AND BOTTOM CHORD LIVE LOAD O- _ CONCRETE FOR SLABS ON GRADE SLABS SHALL HAVES/4' LARGE AGGREGATE. 'PEAROCK':' AND/OR. - � HANGER MANUFACTURERS SPECIFICATION, TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTIONS (DL+ ILL PSF - - : "X 5 " SMALL AGGREGATE "PUMP" MIX IS. NOT PERMITTED FOR SLABS. SLABS SHALL BE CURED PER STANDARD ATTIC NO STORAGE 10 S � -.: :: 5 X.5 SAWGUT CLEANOUT ;, .AND DL+ WL AND ALL INFORMATION REQUIRED FOR PROPER INSTALLATION. -�� - in a _ AT EACH DOWEL LOCATION PRACTICE FOR CURING CONCRETE BY ACI COMMITTEE 308. 1 .. ATTIC W/ STORAGE 20:PSF : N INDIVIDUAL TRUSS ENGINEERING SHEETS. SHALL INCLUDE THE MEMBER FORCES, COMBINED. STRESS. -. - - a 4 EXTEND WIRE MESH PAST DESIGN BOTTOM CHORDS OF TRUSSES FOR ATTIC LIVELOADPER 2017 FBC-R TABLE R301.5..41 > INDEX AND DEFLECTION OF EACH TRUSS. DESIGN OF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS - CONTRACTOR SHALL PROVIDE FOUR TEST CYLINDERS FOR EACH FIFTY CUBIC YARDS OF CONCRETE - - PER ARCH -- _ VERTICAL STEEL TYPICAL N W7 SLOPE E T ALL BE CONDUCTED AFTER ALL ADDITIVES INCLUDING WATER THE DESIGN WIND LOAD UTILIZING THE DESIGN PRESSURES SHOWN HEREIN; IN ACCORDANCE H 41- PLACED OR FRACTION THEREOF. TESTS SHALL C CHAPTERR301, 2017 FBCR. DESIGN CALCULATIONS SHALL CLEARLY SHOW THE DESIGN LOADS AND ® a ON SITE) HAVE BEEN ADDED: ROOF TRUSS DEAD LOAD RESISTING UPLIFT 8 PSF _ REACTIONS FOR BOTH GRAVITY AND UPLIFT CONDITIONS. ��''i ALL CONCRETE THAT IS FIELD ALTERED (ADDING WATER; ADDITIVES; ETC.) SHALL BE TESTED.. - HOLD TOP OF STEM WALL ALL MEMBERS SHALL BE SYP WITH 2X4 MINIMUM. SIZE.. TOP AND BOTTOM CHORDS OF TRUSSES SHALL FLOOR LIVE LOAD 40 PSF '�i 2 . ; DOWN AT PORCH. COLUMN BE #2 GRADE'MIINIMUM: MEAN ROOF HEIGHT FOR DESIGN OF A! L TRUSSES SHALL BE AS NOTED.IN L� IF ADDITIONAL WATER IS ADDED, AFTER CONCRETE SAMPLES HAVE BEEN TAKEN; CONTRACTOR SHALL : FLOOR SUPERIMPOSED DEAD LOAD 25 PSF DESIGN CRITERIA BELOW :MAKE AN ADDITIONAL SET OFTHREE TEST CYLINDERS ATHIS OWN EXPENSE. 2 0., _. _ - I CAPACITY VERIFY 2000 PSF + ALLOWABLE SOIL BEARING C C - _ TRUSS PLATES SHALL BE DESIGNED FOR A / 10 DEGREE (MINIMUM) (VERIFY) CONCRETE REINFORCING BARS SHALL 8E DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A.615, THICKEN SLAB _ GRADE 60. DETAIL, FABRICATE; AND INSTALL REINFORCING PER THE REQUIREMENTS AND (.. RECOMMENDATIONS OF ACI - 318 -14. TRUSSES SHALL NOT BE DELIVERED TO SITE MORE THAN 3 DAYS PRI DR TOT, INSTALLATION AND SHALL BE ' : 20X20X1 6 AT PIER - '. STORED IN ACCORDANCE WITH TPI-2014... , WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. PROVIDE CHAIRS AND BOLSTERS AS REQUIRED - „F ' ,+. DIFFERENTIAL DEFLECTION BETWEEN ADJACENT TRUSSES SHALL NOT EXOIEEO 1/4'. '7- TOINSURE THAT MESH IS EMBEDDED 1 FROM TOP OF SLABS, OR PER PLAN. LAP JOINTS WAND TIE. WIND LOAD DESIGN CRITERIA ERIA OF CHANGE IN PITCH OF - SECURE REINFORCEMENT AGAINST DISPLACEMENT DURING CONCRETE PLACEMENT UTILIZING CHAIRS - TRUSS ENGINEER TO PROVIDE A WEB MEMBER AT ANY AND ALL L CATIONS - THE TOP R BOTTOM N RD EXTENDING TO PANEL ON O POST E CHORD: AND BOLSTERS. BOLST ERS CONCRETE EXPOSED TO WEATHER OR. EARTH OR ARCHITECTURALLY O qCHORD, t . DESIGN WIND SPEED 170 MPH PER ASCE 7-10 & 2017 FBC-R { FOOTING SECTION EXPOSED SHALL HAVE PLASTIC. COATED LEGS AND FEET: RISK CATEGORY II I - MAXIMUM LENGTH OF 2X4 BOTTOM CHORD BETWEEN PANEL PpI TS OII ROOF TRUSS SHALL NOT. ' "ATTIC". . „ „ EXCEED 9 FEET. PROVIDE 2X6 MIN. BOTTOM CHORD IN AREAS SHOWN ON PLANS AS A C . EXPOSUREC PROVIDE Z BARS WITH 45 DEGREE BENDS AT ALCCWANGES IN ELEVATION OFREINFORCING STEEL UNLESS SPECIFICALLY SHOWN ON CONSTRUCTION DRAWINGS, 90 bEGREE. Z BARS ARE PROHIBITED GCpi 0.18i F AND WILL BE REJECTED DURING INSPECTION EVEN IF SHOWN ON REVIEWED SHOP DRAWINGS. PROVIDE 8 WIDE SOLID NAILING SURFACE OVER ALL ROOF TRUS BEARING LOCATIONS, ORA. i ENCLOSED BUILDING MINUM OF 24" ABOVE BEARING ELEVATION: CAST-IN-PLACE.CONCRETE SHALL BE DESIGNED, MIXED, PLACED AND CURED PER ACI STANDARDS. MEAN ROOF HEIGHT 15 FEET ACI HOOK ON VERTICAL STEEL ACI HOOK ON VERTICAL STEEL „ „ 2 FROM TOP OF BEAM " ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES. ATT CHEDTO TRUSSES BELOW WITH STOP. #5 VERTICAL, 2 I 2 FROM. TOP OF BEAM „ FROM TOP OF BEAMI LIST AT EACH END AND SPACED AT 6 O.C.MAXIMUM. ROOF PL WOOD SHALL EXTEND ON TRUSSES , , PROVIDE CORNER BARS AT INTERSECTION OF FOOTINGS AND BEAMS THE SAME SIZE AND QUANTITY AS - - - BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET 01TOM CHORD BETWEEN TWO SPECIFIED REINFORCING, LAP STEEL THE FULL DEVELOPMENT LENGTH OF REINFORCING, , TRUSSES FOR ACCESS. GOVERNING CODES HOOKS 10 FOR #5 . MINIMUM LAP FOR � - TERMINATE TOP AND VERTICAL STEEL WITH ACI STANDARD ( ) ', I 1 1 INADDITION TO THE LOADS BELOW, TRUSSES SHALL BE DESIGNED OR ADDITIONAL LOADS, WHERECOMPLIANCE CERTIFIES THE WIND LOAD AND GRAVITY OF THE I. I SPLICES SHALL CONFORM TO ACI 318- 14 (25FOR #S). ENGINEER OF RECORD CERTI ES TO APPLICABLE; DUE TO A/C EQUIPMENT OR FALSE CHIMNEYS. TRUS ES SUPPORTING MECHANICAL FBC-RESIDENTIAL I 1 I 1 I L- --- 1 EQUIPMENT SHALL BE DESIGNED FOR. 2 100 POUND POINT LOADS, THREE FEET APART; LOCATED - - - H BLOCK ON LINTEL W/: UNLESS OTHERWISE NOTED COVER FOR REINFORCING SHALL BE AS FOLLOWS. (% �. 2017 FLORIDA BUILDING CODE -RESIDENTIAL (2) #5 EACH �, ANYWHERE ON THE TOP CHORD. TRUSSES SUPPORTING FALSE CHIMNEYS SHALL BE DESIGNED FOR AN - SIDES AND BOTTOMS OF FOOTINGS, 3 A - _ VERTICAL + _ ACI HOOK ON . ADDITIONAL-LOADOF9200# DEADLOAD, (/ 1100# WINDLOA WHERE CHIMNEY BEARS ON TRUSS. • POURED BEAMS. _..1-1/2 1 ,. � ., ., " ENGINEER OF RECORD DOES NOT CERTIFY COMPLIANCE WITH THE FOLOWING GOVERNING CODES. FROM16 SQ COLUMN 1 6 SQ COLUMN. COLUMNS: /2 STEELTOP OF BEAM „ PLANS - _. . _ TRUSSES MUST BE CONFIGURED PROPERLY ATTACH -HANGERS, SHOWN ON LAN , e REINFORCED SLABS. TOP STEEL 1. 1/2 AT EXTERIOR 2017 FLORIDA BUILDING CODE -ENERGY CONSERVATION d DRAWINGS, AS REQUIRED BY HANGER MANUFACTURER. TRUSSES NOT PROPERLY CONFIGURED WILL - STOP 5 VERTICAL 2" STOP VERTICAL STEEL 2 BOTTOM STEEL 3/4 I' # 2017 FLORIDA BUILDING CODE -MECHANICAL FROM TOP OF COLUMN BE REJECTED EVEN IF ALREADY INSTALLED.i� FROM TOP OF .COLUMN 2014 NEC AND NFPA TRUSS ENGINEER SHALL SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. ' H BLOCK ON LINTEL W/ CONCRETE ROOF PLYWOOD SHALL BE5/8"APASHEATHING, SPECIES GROUP I, SPAN RATING 32/16. CONNECT TO 1'I (2) #5 EACH ROOF FRAMING WITH 8d RINGSHANK NAILS C O.C. PROVIDE 2X4 BLOCKING AT HIPS AND VALLEYS. PACE NAILS AT O C AT BLOCKING. INSTALL ADJACENT SHEET OFFSET 4 ' • FACE GRAIN - ALL LOAD BEARING CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM .0 90. MORTAR SHALL S b 8 , ' W WIDTH " IF LESS THAN .CONFORM TO ASTM A 270: MASONRY UNITS SHALLHAVE AMINIMUM PRISM STRENGTH (f m) OF,1,500 PERPENDICULAR TO TRUSSES, WITH MINIMUM SHEET LENGTH OF 4 , MINIMUM W D 16 . S : _ WITH 8 MORTAR JOINTS LEVEL AND PLUMB. MINIMUM LENGTH OR WIDTH USED; PROVIDE BLOCKING AT JOINT. BACK OUT AND REMOVE ALL NAILS PLAN j� � /� T I. PSI. LAY-UP UNITS IN A RUNNING BOND 31 K 1- I. f�l V /-1 I BEAM WHICH DO NOT FULLY PENETRATE FRAMING MEMBERS BELOW. ALL NAILS. THROUGH PLYWOOD SHALL BE - ALL CMU WALLS SHALL BE REINFORCED WITH VERTICAL REINFORCING BAR WHERE SHOWN ON PLANS NAILED FLUSH WITH TOP OF PLYWOOD. DO NOT COUNTERSINK N IL5 AT CENTER OF GROUTED CELL. LAP SPLICE #5 REINFORCING 25 MINIMUM. WHERE NOT SHOWN, . ' �. �� - REVIEWED FOR PROVIDE #5 AT 48 O.C. MAXIMUM. TERMINATE VERTICAL STEEL WTH ACI HOOK AT TOP OF PROVIDE SIMPSON HURRICANE STRAPS AT ALL ROOF JOIST/TRUSS TO BEARING CONNECTIONS PER CODE COMRLIAN V D UPPERMOST TIE BEAM TO PROVIDE CONTINUOUS REINFORCING FROM FOOTINGS TO TOP OF WALL PLANS. PROVIDE MOISTURE BARRIER BETWEEN TRUSSES AN CON RETE NAILS THROUGH STRAPS PORCH COLUMN ST. LUCI COUNT BOCC_ : i ,,p*puuueeeejor ,I + cE E AIgR P p * m STATE OF �•/j,1 C nu 20 0-07-29 00 N Ln NN.. N � 00' Mr')' ..,. (� CD s00 O n (� ll �d q y (J X t V) N � 1 N ztlz N � v CN C N C M t (D N�. :. C nl O n, U z U N O C © 0 00 1 00 0- i { u w cop ewdl � 1�1 v � Sm1 rwn y. chk d scale: Jo no. date: 2020-07-29 REV 1 44 ox � m �Up a? 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