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971 Paradise Circle REVISION SIMPSON SP1 STUD TO BOTT, PLATE CONN. @ 32" OC.(TYP.) SEE ELEVATIONS FOR SIDING OVER VAPOR BARRIER OVER 15/32" WINDSTORM OSB NAILED @ 4" O.C. 4" 2500 PSI CONC. SLAB OVER @ PERIMETERS & 12" O.C. IN FIELD W 8d M VAPOR BARRIER ON COMPACTED 1/2" DRYWALL RINGSHANK NAILS ON 2x STUDS @ 16" O.C. TYP. V cz -I- 5/8 "0x10" ANCHOR BOLTS W/ TERMITE TREATED SOIL TYP. » (TYP.) �— cV (TYP.) 5/8 0x10 ANCHOR BOLTS W/ S'0%1/8" WASHERS �/ M 62'-0" 3%3%1/8" WASHERS PLACED m PLACED WITHIN 12" OF CORNER, ADJACENT TO ALL WITHIN 12 OF CORNER Qcz ' OPENINGS AND SPACED 18" O.C. TYP. s ,- ,- ,- ADJACENT TO ALL OPENINGS (TYP.) Vor 21)-8p' 29 4 11'-0" 6x6 10 10 WWM PORCH SLAB r.. AND SPACED 18 O.C. (TYP.) 1 6x6 PT POST W SIMPSON 8" MIN i a 4 a�U s.. V U cV S.1 co PBS66 POST BASE Q / I c__� 4 o �,.■� E C� M fi MIL POLYETHELEYNE 1 I ° I c In —I I I (— I VAPOR BARRIER 4, V .,� 00 --__-_-_--- a I I a I I V ---- - --------- ----- _ _��__� I I I .�..� -- --- - ----- --- • COMPACTED — • .... M _ I ! !F--=-1! - I -� � -�� �`�� r��_,��� — COM 1 ! __ _J `�:�%moi � — — SOILI---- J---- � - ----- ---------------- J - -------- I � � IIS�� —JJL---- J - �=H I I I 6 MIL POLYETHELEYNE 0 M 2- 5 REBAR 2-#5 REBAR 8,> 1,-6" 4" VAPOR BARRIER 0.- a # „ i l= 16 4 COMPACTED FIN. FLR, w SOIL \ ELEV. -0.33 n I �, a I -- _-- V' I � 2 I �Q ----_- -__------_--- 1 SECTION r_ -- ---_-- 1 _ �W � S.1 „_ „ 2 SECTION I o I 1 s 1 SCALE: 3 4 -1 -0 L.. ._ / , to SCALE: 3 4 =1 - -- I ------ --------------- 1 --------------------- ------------- -------------, FIN. FLR. i � J i i � � I ! 0 4 ELEV. -0.33' 3 --� --I - i i_,. — -- ----------- ------ ----------- N S.1 S.1 ------ ------------- -------- -� --� w I I I I I It 11 II II 11 I o 91-41) _ II ,' `, I II ,' `� II SEE ELEVATIONS FOR SIDING OVER VAPOR BARRIER �,__; ;L_,� �,_!' 1 ! OVER 15/32" WINDSTORM OSB NAILED @ 4" O.C. @ PERIMETERS & 12" O.C. 1N FIELD W 8d 1 RINGSHANK NAILS ON 2x STUDS @ 16" O.C. (TYP.) 1/2" DRYWALL CD II I I ------ ! ' 1/2" DRYWALL 1/2" DRYWALL / 5 8" x10" ANCHOR BOLTS W/ 4" 2500 PSI CONC. SLAB OVER --- I ' / VAPOR BARRIER ON COMPACTED I ! 5/8 Ox10 ANCHOR BOLTS W/ 3%3%1/8" 3"x3"x1/8" WASHERS PLACED ! ! ! ! I I HB TERMITE TREATED SOIL (TYP.) L_______-----J WASHERS PLACED WITHIN 12 OF CORNER, WITHIN 12 OF CORNER, _ I AND SPACED 18" O.C. (TYP.) ADJACENT TO ALL OPENINGS AND Q " 1 GARAGE SLAB SPACED 18" O.C. TYP. C I 2500 PSI - 4 CONC. SLAB REINF. W 6x6 I ! ! (TYP.) +�-- -- -- —f 10/10 W.W.M. OR FIBERMESH ON .006 VAPOR BARRIER ON TERMITE TREATMENT ONF —.. .� —. ` -- » �r 8 MIN CLEAN COMP. FILL ------ ----- -- --- -- _- F ---- -- r art tL� VERIFY LOCATION OF GRADE BEAMS - -�, - - -- - - - u.. ! •I �- -T ----- — _�t FIN. GRADE / W/TRUSS MANUFACTURER. 00 — I dIL I I I I ( P I — I 11 1 -1 FIN. FLR. __ I! f U. — 1 ILl I II. I L----- ; ' � I ELEV. 0.00 I - --- -=1-- --� --- -� I 1 - � ! I , \ I I II 1I 1I � � — o S.1 --- 12 II _ — ( i ( � 6 MIL POLYETHELEYNE # BA 8" 1'-6" 4" VAPOR BARRIER u ----�- 1 / C) I ! � ____� 'r ---------------- , n .- I I A—_-] �- i i i � � v , i COMPACTED � 2-#5 REBAR16" 4"_ _ _ — _ V SOIL Q6 -- -- - L I II I I I r' -------� S.1 m r 00 3 SECTION 4 SECTION II� - 1 y� l �--1' 1ill s.1 SCALE: 3/4 SCALE: 3 4 1,-C,> 18,-4„ I - 3,_8�, 11 2,.4', 1 1 16_81 Idl I liil / S.1 / Q — W _-- _�I; �, III REVISION I I I I I I I r II I I ! t �I I -------- � 16 _ —_ �_________� �_______-1 __ �_--------_ 6x6 PT POST SPACED AS SHOWN W 1 2" DRYWALL—: � • SFR - __ __ --- - / / �\ �,� SIMPSON PBS66 POST BASE (TYP.) DAT • / 1 8 - � , SIGNED 30"00%18" DP. CONC. FOOTING 1 I S.1 1/4:12 SLOPE Q Me d- I - �' I I FROM MAIN HOUSE -� a. I W/3-#5 REBAR EA. WAY I ! c„ >- 0 6x6 10 10 WWM 6x6 10 10 WWM �_ I _ ° / / ----� FILE COPY I-7-1 -��j IL 17 0 , 8 MIN - I � I ° � t i I i 0O — / a a — 6 MIL POLYETHELEYNE �- II L- --T__� �--T- JLL� 1 �1 — — -1 I 1 III- o o __ __ 1 —III III — I I VAPOR BARRIER ° III a I I I i — _ COMPACTED I I III I -6 MIL POLYETHELEYNE 11 2 — I I— SOL 3- 5 REBAR I - II I I I # I I I I I VAPOR BARRIER 1 6 4 w 1 I I 11 2-#5 REBAR » COMPACTED o FIN. FLR. I i SOIL ! I I i ELEV. -0.33' 16 4 I � DRAWN BY 6x6 PT POST W/ SIMPSON 5 I I _ _ S.1 I -----------r--------TT------------------ PBS66 POST BASE (TYP., 4 PL) �, 5 SECTION 6 SECTION I l REVISIONS __ it m wl N s.1 SCALE: 3/4»=1'-0" S 1 SCALE: 3/4„-1'-0” REV 4/26/16 L9 APR 2 7 2016 21'-0" 11'-0" 13,_6» 16,_6,, 62'-0" 4 10en � t #� O.C. DATE OF ISSUE 11/2/15 CHECKED BY +>�s 0"i lf} t� -� W W to p N FOUNDATION PLAN j a4-0 a O ►I o SCALE: 1/4»_1,-O„ ld Ls2 16d Ii •�} C ownO C �',.�C v PROJECT NO v — N _ C V ti0 O ; .; at �� W Q •� O 2015-040 cv 0 `ISI 1 _v cV SHEET TITLE v _ _ rn tJJ V V •_"" CO •fp N CONTRACTOR NOTE: , Z C 'w cu BOO A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE `5 FOUNDATION PLAN THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S Owl & SECTIONS USE PRIOR TO FRAMING INSPECTION; OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. I O • SHEET NO W SIMPSON HTT4 HOLD DOWN DETAIL, SCALE: N.T.S. --- . --- -- _ - - - LOADING CRITERIA of receipt ofgoods and rior to installation. Otherwise said claim will be denied. m for error or defective material must be made within da spAll clay s Y p Roof Floor Top Chord Live Load 20 40 p.s.f. Top Chord Dead Load 7 10 p.S.f. Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.S.f. Total Load 37 55 p.s.f. Duration Factor 1 .25 1 .00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 132 m.p.h. Wind Usage RES. CAT 11 62-00-00 - Building Exposure C 51-00-0011-00-00 _ Building Type Closed 41-00-00 _ ic\i NOTE r" e--I- -C< 4 4 A 4 4 A It I O d0� O O --- ----- 1 _____._ — It is the res onsibilit of the buildin desi ner or architect to ---- - - -- ----- ------ ----------- --- - ----- - 18-04-00 22-08 00 responsibility g g X05 2` provide an appropriate connection for trusses to supporting � J09 F J07(14) � �_� J02 2 u structure per reactions shown on truss engineering. Special J 10`. Il X03 o considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the : : .,. Ao (5) z x J04 builder an approved truss layout prior to fabricaton. J11 ri It M N M 0 0 Manning Building Supplies is a truss manufacturer whose 01 O O O �O �- O °� � �� responsibilities are limited to those described in WTCA 1-1995 (s .0). Accordingly, it disclaims any o i (sections 6 D and 7 responsibilities for the the construction design, drawings, o .. ... ,�,.._,. ..... .., X03 0 J 19 documents including the installation and bracing of trusses N manufactured b ManningBuildingSupplies. p04 i�20 Warning: L O5 o 0 Conventional framing, erection and/or permanent bracing is not car- DN —� '~� ! the responsibility of the truss designer, plate manufacturer, or J 11 P02 M truss manufacturer. Persons erecting trusses are cautioned to t : r�... , .... . seek professional advice regarding erection bracing which is p g g g J19 J1o; _ P03 0 ,, fl always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in J09 Poo F09 specific applications. See Bracing wood trusses commentary v� v v , � ...��. ,. :. . ; J20 � and recommendations BCSI 1-03 for further information. M' M �- 1-0 -00 6 - Trusses shall be installed in a straight and plumb position. 0 o O ' �. .. o a 1-0 -oo o d Where no sheathing is applied directly to the top and/or bottom M :.. chords, they shall be braced as specified on the engineered 1-0 -00 N O N design. Trusses shall be handled with reasonable care during 1-0-00 1-0 00 r. .: _r,, erection to prevent damage or personal injury. o o p g p o O 1-0 -00 j:, . :.. m .. Approved truss anchor by builder. ... 1 0 00 i oo 0 1-0 -oo 00 O ) ds. � HO (5) H 3 x minimum op an bottom chords. 1-0 -oo N J20 Square cut overhangs. 1-0 -00 I 12 1-0 -00 - 7 1-0 -00 �_ 10 -00 + D N CV N N x.ate : -"-: 1 -00 10 -00 J19, -, y 1-0 -00 oto a) O o © 0 4 5/1 r Q o 1-0 -00 1-04-00 3. , �i1P p HTU26 rte_.. 2!! 1 5-1/ 2 0 HTU26 1-04-00 , B RG. o J 24!! J1 U 1-0 00 0 3 1'Z —Unless noted 1-0 00 J 1 CO 3 (0 otherwise. O TU26 HTU26 j 1-0 00 0 O 0 0 0 O \TU26 1_o Ooa Typical Truss Ends 3 1-04-00 HTU —04 r, —B02 F1 Engineer of Record : B01MR _ No Engineer of Record on file _ - - 17.00.00 Z 1-00-00 11 00-00 13 00 00 f a Ap rove�lftaas anchor b builder. 3 1/21,Ribbon 24-00-00 17-00-00 16�� - ManningBuilding 41-00-00 Supplies, INC. 11155 Philips Parkway Dr. E. 611 Jacksonville, FL 32256 BRG. f Phone: (904) 268-8225 Fax: (904) 260-2981 WWW.MBS-CORP.COM A SED JAXTRUSS MBS-CORP.COM Typical Truss End ., Customer.•Jax - House Job Name: Breffitt Residence Lot/Blk/Subdiv 7 / / Paradise Preserve Scale: Date: Drawn By: Job Number FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELI X ON-CENTER-LVL 15354 ...BLUE LINX ON-CENTER BLI-JOIST 15432.,,. BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. /14/2016 J150608 L All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p.s.f. Top Chord Dead Load 7 10 p.s.f. FILE COPY Bottom Chord Live Load 0 0 p.S.f. Bottom Chord Dead Load 10 5 p.S.f. REVISED Total Load 37 55 p.S.f. A Duration Factor 1.25 1 1.00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 132 m.p.h. Wind Usage RES. CAT II 62-00-00 j Building Exposure C 51-00-00 11-00-00 Building Type Closed 41-00-00 o � � � NOTE 4 °� ' ' 18-04-00 22-08-00 It is the responsibility of the building designer or architect to ^, os z 07, 5 J 2 provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special g considerations for mechanical equipment and/or plumbing(and 101 € I J 3 0 their connections)in truss space must be diagrammed by the 11 ,� AO(5) J a m builder an approved truss layout prior to fabricaton. I L It CM N M O 0) 01 0 0 0 0 o N N Manning Building Supplies is a truss manufacturer whose fn responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, $ o b o J19 documents including the installation and bracing of trusses i manufactured by Manning Buil Supplies. O �, , J2o Warning: # p�5 N # Conventional framing,erection and/or permanent bracing is not - -- .... ... ...... .4 � -� � � � the responsibility of the truss designer,plate manufacturer,or „1 P52 J23 truss manufacturer.Persons erecting trusses are cautioned to �A. . .. T.ru_ ._. M ,n o I seek professional advice regarding erection bracing which is 101 E Pb3 0 ! J19 ( ( ( always required to prevent toppling and dominoing during erection;and permanent bracing which may be required in 091r — — 0&4 F09 �; specific applications.See"Bracing wood trusses commentary 9 J20 n t _ and recommendations(BCSI 1-03)for further information. o Trusses shall be installed in a straight and plumb position. a 1- -00 0o M k ) , Where no sheathing is applied directly to the top and/or bottom a o chords,they shall be braced as specified on the engineered 1-0-00 1_0_00 1-0-oo g N N design.Trusses shall be handled with reasonable care during N o ,-0-oo o g ( 1 x erection to prevent damage or personal injury. o i ) o ; o 1 -00 oo I Approved truss anchor by builder. 9 H0 4(5) ( H ) 2x4 minimum top and bottom chords. - 1 0-00-00 N J20 ) ) Square cut overhangs. 12 1 1 -00 7 1-0-00 1-0-0o J19 P 1 -0o o o o 4 5/16" 1 -00 n $� 'Pi R'.e r �HTU - _ b 2,� ,�...n �.... .�. 12 o I= =o H,�� 1 -00 BRG. w .� a , I v a 1 -00 0 X12 24.. a Ma. o wti $ .� w__. __ o-. Unless noted 1 coil z 1-0-00 otherwise. o ,' nW Hruzs LO 1-0-00 Q _ w. 3 ,-0 00Typical10 ry Truss Ends H Engineer of Record: 21-00-00 11-00-00 13-00.00 17-00-00 01 No Engineer of Record on file Approveit inchor by builder. FLOOR!KUSS 31l "Ribbonon o c 24-00-00 17-00-00 16" Manning Building 41-00-00 Supplies, INC. 11155 Philips Parkway Dr.E. 6„ res), Jacksonville,FL 32256 BRG. Phone:(904)268-8225 Fax:(904)260-2981 WWW.MBS-CORP.COM JAXTRUSS MBS-CORP.COM Typical Truss Ends Customer: uss mJaxHouse Job Name: Breffitt Residence Lot/Blk/Subdiv 7/ /Paradise Preserve Scale: P te: Drawn By: Job Number: FLORIDA PRODUCT APPROVAL ODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 14/2016 J150608