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645 Plaza NOTES: � DESIGN IS TO BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION. C/I NOTE:TYPICAL STRAPPING (UNO) 1. LIVE LOADS: FLOOR 40 PSF NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING ROOF 20 PSF EXCEEDS 1/2 OF THE EXTERIOR PITCH DO .N.QT 2. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF USE THIS DETAIL. THE GABLE WALL SHALL BE 2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF 95% AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12". OPENINGS TO 5' WIDTH 7/16" STRUCTURAL ROOF SHEATHING BALLOON FRAMED. OPENINGS LESS THAN USE (t) SPH4/6 TOP 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 36" SHALL USE (1) KING AND BOTTOM 2x4 OUTRIGGER O 48" & (1) CRIPPLE OF 3000 P.S.I. � 4. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 60, OPENINGS BETWEEN AND HAVE A MINIMUM COVER OF 2 36" - 8'-0" OPENINGS TO 5 TO 7 WIDTH BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-25 OR EQUAL SHALL USE (2) KING STUDS USE (2) SPH4/6 TOP AND BOTTOM � W & (2) CRIPPLES. SPH4/6 AT 32 o.a SIMPSON A35 048 OC. 5. PROVIDE REQUIRED TEMPORARY BRACING, SHORING, GUYING OR OTHER (U.O.N.) (TY'PICAL) MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING U 2 x 4 BARGE RAFTER CONT. CONSTRUCTION. UO 2X4 BLOCKING O SHEATHING JOINT 6. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. C�j IF OPENING EXCEEDS 8'-0" SHINGLE STRIP SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING IN WIDTH SEE PLAN. ANCHOR BOLTS MAY BE 4 FROM GABLE END DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. THAT ARE NOT a LOCATED AT EITHER SIDE OF SHOWN ON THE STRUCTURAL DRAWINGS. KING STUDS, PLATE MUST BE FASCIA CONT. BETWEEN BOLT AND � 7. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE w O 11 41 11 11 11 KING STUD. 2X4 SCAB CONT. TOP TO SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. ALL BOTTOM CHORD �TOP CHORD OF GABLE END TRUSS TRUSSES SHALL BE PERMANENTLY BRACED IN ACCORDANCE WITH THE Q `O - ANCHOR BOLTS MUST BE O 8 DROP 3 1/2�FROM GABLE � RECOMMENDATIONS OF COMMENTARY AND RECOMMENDATIONS FOR WITHIN 12" OF KING STUDS. 3-12d NAILS TYPICAL AT HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOODN � Ll X-BRACING ONT. 2 x 4 SCAB FROM TOP TO TRUSSES, HIB-LATEST EDITION." (Y� 1/2" x 10" ANCHOR BOLTS BOTTOM CHORD • X-BRACING , 8. STRUCTURAL COMPUTATIONS, SPECIFICATIONS AND DRAWINGS H A AT 32" o.c. (PROVIDE ADDITIONAL 2 x 4's O � ARE MADE TO AUGMENT AND CONFORM TO THE ARCHITECTURAL DRAWINGS. (TYPICAL) VERTICAL IF HIGHER THAN 48", � HOWEVER, THESE STRUCTURAL DRAWINGS, COMPUTATIONS AND SPECIFICATIONS � TO FORM AN "L" SHAPE). TAKE PRECEDENCE OVER ARCHITECTURAL DRAWINGS. H W cn 2x4 SCAB IF VERT. WEB IS TOE NAIL TRUSS TO DOUBLE NOT PRESENT PLATE W/16d COM 08"oc. CONT. 2x4x8' J2 LATERAL BOTTOM CHORD OF GABLE BRACE 048" oc. ENO TRUSS 2-2x4 TOP PLATE CONNECTOR SCHEDULE SIMPSON LSTA 24048" oc. -- (0*�A TYPICAL HEADER STRAPPING 20 BLOCKING o 48- oc. 2X4 s�uoso ,sMo�. S_2 sca�.B : s/a• _ �9-o• BETWEEN GABLE AND FIRST. 1. STUD TO BOTTOM PLATE ANCHOR SHALL BE SIMPSON SPH4 ALL MEMBERS SHALL BE SYP W/(10) 8dxl-1/2 FASTENERS TO STUD. 2. STUD TO TOP PLATE ANCHOR SHALL BE SIMPSON SPH4 B TYPICAL GABLE END X-BRACING W/(10) 8dxl-1/2 FASTENERS TO STUD. S_2 cetx : 3/8" = i•-o• 4. TRUSS TO TOP PLATE ANCHOR SHALL BE SIMPSON H1 6 BOUNDRY OF DECKING W/(2) 10dxl-1/2 FASTENERS TO TRUSS & ( 10)10dxl-1/2 FASTENERS TO PLATES. w • ••• • S. RAFTER TO SLEEPER ANCHOR SHALL BE SIMPSON L90 � • ee EXAMPLE OF PANEL EDGE W/( 10) 10 FASTENERS, W PLYWOOD PANEL „ W/ BLOCKING. 6. RAFTER TO RIDGE CONNECTOR SHALL BE SIMPSON ST2115 Q •• INSTALL #2 BLOCKING 0 ALL W/(8) 16d FASTENERS. O � O 0 op 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0HORIZONTAL JOINTS. E„� w pr-4 NAIL SPACINGV% • ' • •' ' " @ SUPPORTED EDGES • • � • 8d 0 4" C/C • • 0 0 • . . � NAILING TO INTERMEDIATE SUPPORT: Emmm4 O w a W EXAMPLE OF . . . . 8d 0 8" C/C MAX. � Emm4d, � UNBLOCKED UNSUPPORTED . . Q w cc �v,, PANEL EDGE: Q • DESIGN CRITERIA � ROOF TRUSSES TRUSSES OCCUPANCY: RESIDENT'IAL WIND VELOCITY: 120 MPH ROOF SLOPE: 2-1/2:i2 = 11.76° ROOF HEIGHT: 12.0 FT. IMPORTANCE FACTOR: 1,00 FILE COPY EXPOSURE: "C" ADJUSTMENT COEFFICIENT=1.21 LIVE LOAD ROOF: 20 PSF C NAILING PATTERN FOR ROOF & GABLE SHEATHING LIVE LOAD FLOOR: 40 PSF S- 1 N.T.S. ROOF FORCES: END ZONE WINDWARD: -33.2 PSF WIND PRESSURES ON WINDOWS & DOORS END ZONE LEEWARD: -23.1 PSF ENCLOSED STRUCTURE - (EXPOSURE "B") (PSF) INTERIOR ZONE WINDWARD: -23.1 PSF INTERIOR ZONE LEEWARD: -17.5 PSF OPENING AREA END ZONE INTERIOR ZONE OVERHANG END ZONE: -416.5 PSF � CQ OVERHANG INTERIOR ZONE: -36.4 PSF 1 POSITIVE NEGATIVE POSITIVE NEGATIVE qbZ CLADDING: -60.6 0 - 20 SF 18.0 -28.7 18.0 -60.6 io � 18*0Z' BALL FORCES: 20 - 50 SF 16.5 -27.8 16.5 -59.9 a END ZONE TRANSVERSE,* 38.2 PSF 50 - 100 SF 14.4 -26.9 14.4 -47.6 � a END ZONE LONGITUDINAL: 27.6 PSF0100- 200 SF 12.7 •26.0 12.7 -42.0 �.a INTERIOR ZONE TRANSVERSE: 25.5 PSF 0 W rw INTERIOR ZONE LONGITUDINAL: 18.3 PSF 200 - 500 SF 12.1 -2'i.4 12.1 -29.8 �•a ~' 4-) JA o cn V� Flo APPROVED ' - I A BUil[)INC OFFic[ A 0 0 C\2 Z � 77 I Bottom Chord of Truss C/D Fiberglass Shingles Fiberglass Shingles (2) 2x4 Plates gg g » on 15 Felt on 1 2" C X 15 Felt on 1 2 CDX Plywood Sheathing or OSB � e t / D Plywood Sheathing or OSB on / Y W/ Aluminum/Ply clips. W/ Aluminum/Ply clips. 0 ES: Pre-engineered Trusses 0 2'-0" C/C Pre-engineered Trusses O 2'-0" C/C illilillilill,llllllll111111111 N 111111111111011 1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF 2x4 Stud Wall Typical interior non-loadbearing wall 959 AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12 W/ Studs 0 16" C/C 2. ALL CONCRETE SHALL HAVE A ~ MINIMUIN COMPRESSIVE STRENGTH OF 3000 P.S.I. Double Studs against SIMPSON MTS 12 Masonry. 3. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 600 w Varies - Truss Anchor Vanes AND HAVE A MINIMUM COVER OF 2". A 12 Use (7) 1 O Fasteners each 12 All Wood in contact to Truss and Plates. with Masonry shall be SIMPSON MTS12 X X pressure treated. Q Truss Anchor 04 Use (7) 10d Fasteners each to Truss and Plates. 1/2* Nut o 14 4° 3"x3"x 1/8" Washer ° o Q H /2 Drywall Ceiling /2" Drywall Ceding Em-4 I I SIMPSON SPH4 W/(10)-10d x 1-1/2" Fasteners Alt. Studs. 1 1 See Architectural ll See Architectural II for Trim Details for Trim Details II Vinyl Siding Vinyl Siding II I I I I I I All walls are shear walls. All walls are shear walls. II I I • I II 1/20 Diam. Thrubolt Architectural SidingArchitectural Siding II O 72 C/C, within 6 .. " over 1 2" OSB Bd. or 1 2" CDX 11 of corners and openings, over 1 2 OSB Bd• or 1/2 CDX / / I " • / & 12 ether side of wall openings. W 8d Fasteners W/ 8d Fasteners II 04" C.00Edge & 8" C/C 04 C.00Edge & 8 C/C II in field. in field. II Install 0 ea. end of Install O ea. end of II Shearwall Segment: Shearwall Segment: ll g SIMPSON HD6A Tie W/ II SIMPSON HD6A Tie W/ 11 (2) 7/8" Bolts in (2) 7/8" Bolts in II vertical wood members. vertical wood members. 11 I I .. I I I I I� 1 TYPICAL WALL SECTION—ALTERNATE ALL�THREAD1 TYPICAL WALLSECTION- � INTERIOR WALL SECTION SCALE : t - 1 -�0 CALF i" = i'-0" CALF 1 = i'-0 " _ � _ S'_ — w S 2 S � 2x4 P.T. Shoe Moulded Wood Base Moulded Wood Base Vinyl the and/or Indoor/Outdoor Carpet w Q O�O� 0�0_ 0- Emw4 �4 Q o w N � C) W a � � Emo P:4w E=N4 E--4 ~ W co Q 21'-0" 129_0y A E-4 1/2" Diam. Thrubak �• •�• ••�• �•� •••�. �.. w 2x4 Studs 0 16" C/C 2x4 Studs O 16" C/C O 72" C/C, within 6" �I of corners and openings, EO=4 11 do 12 ether side of wail openings. SIMPSON SPH4 W/(10)-10d x 1-1/2" Fasteners Alt. Studs. NEW FOUNDATION Coupling Nut II A. .'s 0 32" C C 2x8 Sill Plate II Provide 1/2"00" 2x8 Sill Plate B / I 2"x2"x 1 8" Washer I 1 2 4" Conc. Slab W/ 6x6 No. 10/10 WWM or Fabric Provide 1/2"00"10" A.B.'s 0 32" C/C 4" Conc. Slab W/ 6x6 No. 10/10 WWW or Fabric S-2 S 0 . II Ul it I Finished Grade I o Finished Grade I I — 0-0 o— o-o--• o— I - o-o- o-.�- o-o- Elevation varies I I Elevation varies I o II 6 Mil. VISQUEEN Waterproof Membrane IL 6 Mil. VISQUEEN Watsrfproof Membrane � � �L=� Treat soil for Termite Control. - L:=3 Treat soil for Termite (Control. REMOVE EXIST. PATIO SLAB o _. IIIH—_INc • c._ (TYPICAL ALL WALLS) N 12" Wide x 16" Min. Monolithic Concrete k12" Wide x 16" Min. Monolithic Concreke 0 00 Ftg. W/ (2) #5's Cont. a OD Ftg. W/ (2) #5's Cont. 2" Min. Clear Bend outside Rein. Bar 2" Min. Clear Bend outside Rein. Bar EXIST. EXTERIOR WALL TO BE STRIPPED — — 25 O Corners. _ 25 O Comers. TO RECEIVE DRYWALL Compacted in-place soil or compacted fill.— — Compacted in-place soil or compacted fill.— — J- -7V- 12" 12" PROVIDE (4)#4 DOWELLS W/6" MIN. PENETRATION INTO � PROVIDE (4)#4 DOWELI_S W/6" EXIST. 12"x20" MONOLITHIC FOUNDATION EXIST. FOUNDATION ►n MIN. PENETRATION INTO (CONTRACTOR VERIFY) GQ & SET IN EPDXY C�2 EXIST. FOUNDATION & SET IN EPDXY w 2FOUNDATION2 ONOLITHIC FOUNDATION-ALTERNATE ALL-THREADMONOLITHIC FOUNDATION PLAN S_2 scmz . 1 i o S_2 sc . i/ _ 1 -o ;-+ 0 O w o cr) arM4 0 M 0 n ..._ • . - -aflt7Ratr1-,SfF.11.gMpYi.fa1."..•f "'iMi" Cii_?idYs.•!.. ...,-rr•n,. •.u.R•'r..l'9e1:.+.wn rr=++ti.+a'af.r ar7fT .,••w..arra,.r. .•- .. .- ..... _ ... .. • OF: LMAP SHO WING BOUNDARY SURVEY 33., ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30, PAGES AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORA A L'LJ a 1 Z .........,..,. . .._.... ... ..... .._._ 1 0` Z e 1 0 • General- LOT 2 1 �, 4 Paye � - lectricalk . 1 z LOT 32 ' * I 1 PAGE 1 (;JRVEY 1 cn ALL ELECTRIC TO CODE rn WATER RUN OFF 1 1cq ELECTRIC PLAN *1 RELOCATION F� G O HVAC ENERAL NOTES OVERHEAD DRAIN 1 i� 0,00ti PIPE * PAGE 2 F sn 1 0IRON , FRAMING FLAN UNDER , � v� �, SET 1/2 96 1 43158LB 66 ROOF FRAMING PLAN � �L pUROEN � * 1 WINDOW HVAC SUPPLIED DETAILS FOR CONSTRUCTION CROSS SECTIONS IN NEW FRAMING f l ° ' � •,• " • • • • • • ELEVATIONS HOME RUN » IRON PIPE .2' X x �.o +. . . - s3 FOUND 1/2 ON b• wood FENS , FOUNDATION DRAWINGS NO IDENTIF�CA� ic W F E ~ w ` '�• •24.0' Q w -A 0 Q • Fs�� �• 1 � , o � • 1 �ti�, 0 on t ruct on pmbin r 00 I o. � . . • . • - LOT 1 ,��� � • • • . . POOL1 s� � o •,4� •. . i SINGLE OCCUPANCY, PSR. CHAP. 3,01 FBC SUPPLY BATH WITH NES, WATER FROM EXISTING= 1 1 1 LI' * UNPROTECTED oil _ RESIDE t , TYPE 11 , grou r 3 NCE c SEWER UNDER GROUND TO � N 1 1 C * TYPE VI CONST EXISTING RUCTION, ONE STORY, NG SERVICE43.2! � . •••• w - •11 ' PEAK R * WATER ' ROOF LINE SUPPLY TO KITCHEN 25 — 1 ' ' '' ••• •:•• SINK AND WASHER AND ' 8UIL011VG REST R — , sem' •' • '' � ACTION LINE _ x • '• * ADDING A ROOM ADDITION AND BATH DRYER IN BEDROOM AND i s • � -- Wl''rH SMALL KITCHEN AND W D STK, WASTE ' •i•~••' * ALL WATER AND WASTE TO • •�, • • 'r" **, BIE SUPPLIED BY EXIST`' ' ` •.. •• �►.N G I �� •• •� RIESIDENCE FOUND 112" R EBAR � NO IDENTIFICATION , r FOUND 112. REagR N85637'27 NO IDENTIFICATION W 102Iot -SlabElevation N/A k 7 - x 80 RIGHT—OFiBood J-.A AL PLAZA T,,.aj&-htt-ioA' * RESIDENCE Electric DRIVE WAY ADDITION 2118 SIF 21 ' 12' LANDSCAPE AREA 3 6 0 0 S F 'ROPER I/UfES IN FLOOD ZONE "go BY FLOOD ANAP REVISED 17, #9119, =MAM WI TY PANEL NO. 120075 0001 D ; NGS &ASTM CON THE NORTHERLY RIGHT OF WAY UNE OF j AS BEING NY 85• 37* 27' W +llWNG RES x TRICTiON LINE BY PUT CERTIFIED T0:77 ' FFLES-04CING MOWN IS 4' CHAIN LINK FENCE EXCEPT AS )VOTED TER do MARY VERETTE 3 o S o , IWAY BE ADODITIONAL RESTRICTIONS TMT ARE NOT SHOWN ON < 4 SURVEY MATT• my BE FOUND w THE PUBLIC RECORDS OF � COUNTY FLLORIDA. i 1 44 dN , CONSTRUCTION NOTES: Certify that this survey meets the __-- ' standards as set forth by 1) ALL CAST IN PukcE CONCRETE (EXCEPT SUB ON c� amu. HAVE A WL OF 3000 PSI u, _ _ CompResFM S1 NW AT 28 DAYS. SLAM ON QRQE Muir 8E CONSTRUCTED w/2500 Psi o M z) FoamNcs sWIL L BUR BELOW 061 JRBED A OkAK-SKM.PO an*R� ay.SUWM sOR UPON 10 , Fill COI�PJ1�'T��TO A OMM OF AT LEAST PROCTO1R M{AWJM I DRY OOfSW (ASTM D1557) fOR A DE1PTH OF AT LEAST ONE r•OOT (1 f L) BELOW THE BOTTOM OF 1HE F%, r� o 3) BEARNc fu►mRAL: 7W FooMt+jcs sHaxD BEAD Of ENTM TW oosT"c FOX SANDY soKA � K E LC1CI�TE EXISTING �' PROM COMPAotM . (IR IN CWA�CTt:D � TAME B � D—S– .Eva,Boa s. � COWACDOWe smw own ownroks EouK vo 9=of w mawim __.. .._ .. o PRocT+oR �N DRY srnr(ASM D1557) • HVAC UNIT ~ � 4) RE3NPORCING S•TM S%kLL BE ASTM A-615 GRADE 60 STEEL COIFIOWM G TO AIG 301, ACT 315, AM 318 AHO CRSI MMM1lK OF SUNDAMPRIACTK:E, LJUESf EDIIiONs. I STEED. W/ s'ri�.D ', w s) &L aTirau. V AIS RMORglrG 01 FO0iM SHALL K 7� t w , o a LAP �A WL OF 36 606R Oft z4, 5 GREJITER UNLESS4 6 FRD OTHEMME NOTED. . 6) IM WK CONCRM CMAINOMM faOR fOOTR= Sou 8E FM REw�oRcatE�NT. • 3 kwkm �CiiIIDE....... w 7) HMoW&BEAM AND FOOTING BARS SI l BE BENT 1'-0'AROUND CORMS OR CORNER BARS VXH 27—T LAP SIiALL BE- f 8) COKTRACTOR SHALL PROVIDE SPACEFM CHARS. SOLSTM ETC. NECESSARY TO SUPPORT REIWORCwG STE'EL. SUPPORT ITEMS WHICH BEAR ON EXPOSED OONCREIE SURFACES a SWILL HIVE ENDS, WHICH ARE PLASTIC TiPf'fD OR STEEL 9) ALL FORCING METALS SHALL CONFORM TO MWJAL QF SUANOARD PRACTICE FOR DEEMM REINFORCED CONCRETE STRUCTURES/ICI 315 V9M EDITION. UNLESS DUA LED j OTHBWMSE ON THE STR CTURAL. DRAMMM. 10) ALL CONCRETE wow sKALL BE w ACCOROiM CE wn OM BUI DW CODE RODU96+0 S FOR CONCRETC AIG 318 LATEST EDMOK AND 'SPE F CATIONS FOR STRUCTURAL CONCRETE FOR BULDWS'ACM 301. ' 41 • RY ` war!a a %efes 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75. HOUDW LAAO-KARING CONORETE 1 GRADE N-1 NORMAL WaH A MNL COMPR�ESSWE STRE>*M I�IASOt�iRY tJt�NTS. ?YPE MIEIC�t�T. .. OF 2000 PSN ( f ' in = 1500 ft ). • � OR S. LESTER AND MARY Z) MO" SfiALI CONFORM TO ASTM# CM M� 8E OF TYPE 3 M�. O�T�L �NRY .IOII�IT:S � F 3iiAt1. K �� 1YK WN SCALE:I OF 1 APPRQWED SY. DRA W14 BY r.a.son Gw va;o 6 kL LAP AT MILL.Si' M#0 PLACED AT EVERY 00 BLOCK COUM WNC. 15 iL O.C.. •- � tvj.� a 1f, y _ �.. • 1 /04 4 x� s.. _L 32M .,.ewwwr r: •^1'r-aw r �wrr,ww.wn ro-•ir A4 . l 6 'S PLAZA, ATL BCH 32233 -- .9--- --TDRAWINC-Nit Abt k ` . __ 'iwrrar's:y:, 1r•-^^^aa4sw:e,rmirMrrr:.. B •• Floor Plan Roof Plan 1 21 ' 12 21 ' 12C.' 516ff Z 51611 A V am� Da oc m�...AT..._l.. trszo K"sa SLS AIN i� �., 51 3050 SH 3°3° SH •� 3050 3 5 • 4 1 51 Now 71 �'f'-� fir- SIMPSON P S 218 ° SIM 3 1 1 { 3.12%7.12 EA. PLATE TOPa3z. of 3°5° SH �R- • k RCO�� x 216"'1611 0 90 >0000' —TRUSS Ln 61 0 2 .$ 1 6 TRUSSES 24" � M � 11 "� M F• __ �-•CTYP 0 ....•_. x 10 1116 -lop V "X 3 8" RED_ D � - 1 11 � • • 3 8 6 0 1 X 4 RAT RUN 12' O.C• __ 2 4 O•C• EA. END '•:. 3 M 1 o� N 1X4 P.T. STR_LPPING -� TO RECEIVE DRYWALL I -"-' 2 t �tf • • 6' �� 111 0.C TYPO o 6 FR.DRS, 0 _ P_T_ LEAD STUD _.._. of m - 6- FRD .T P i •X10 SYP SLEEPER TYP. • SYP RAFTERS TYP, 5 Foundation r 211 12 ' '. A'l 8" LAG AND WASHERS • � EXISTING RAFTERS 24 00 - • so . . 41 Cross Section SIMPSON,ST21152j5REBAR CONT WITH SIMPSON L19 0 ® .��,RAETER. TX P_ 2 4" OVERLAP EACH LAP ' w EA RAFTER 2 X 1 0 R I DGE� TYP'.... "� " i B -- �"— t --'..�.- - --�' _R-3 0 CEI L�NG ,,.. INSULATION TYP C c � 411 -#3,-Q 0 •S•i.. II FIBER MESH OVER r'r)"*IPA r 1X4 121 T 1.0 SO L SOIL BUG Tr%14ATMENT _CUT CONCRETE,,EXISTING. f 10 , ( � PATIO TO RECEIVE - AND 3 MILL VAP BARRIER .: . FOUNDATION 11 If It 11 It I SIMPSON ! I ri.!OW MST fi- I 1 ' 30 C TYP „ r� 2x4 SYP I PLATE TYP cox OR ; Ose, Pm= �• " " TO FIT EACH OPENING AND 60 FRD SECdRED WITH 3"X S/16" --"--' '—" NARGER DOLTS, «ASMS X110 WING HUTS, ALL $L8 MATERIAL J i ' 1��M.M• ` 31" 20 s I " DRYWALL TTpL- ', Type VINYL SIDING _ .2" XASHER_ 1/S" 3X P— E . NUMBERED OR D ��, ��•gyp• �'°sroR EACH THE"GARAGE 'g" EXTERIOR TYP. % � CEILING is A RACK MADE I BY THE CONTRACTOR C scREt+g p� 2 � "—"- 1 11N ALL RA«R 8 1 South Elevation -'`� — — — East Elevation - P—OSB SHEATHING TY P � x, ISNO I�rn: 12 WITH VAPOR BARRIERINDIT ` ° I 'o°t o tM�' THREADED ROD --- 21 AND THROUGH TSE TOP PLATES, AND R-13 INSULATION SECURED «ITN A LY2 2"x1/e" «AsxaR _COltNEC431/ I XNM Sof th"&ItE 2X4 P.T. SILL CONT E=YP_ TYP BASE - ys• - �' if if 2X4 t.T. flLi'l!t - VINYL SIDING ---- -_..___... ..-- ..- ----�.�_._ _ _. . ._. .. FLOOR COVERING 8 X ANCHOR BOLTS ` . • �,;�-.;� ICIA AND TRIM - . . . .. ._. - _ --. ----._.._ ...__. -_-.._______-.. .... 4 8" O.C. TYP ��'''�,,. 24 = r'}-yP. Y P •=0 r • r► --.. - _- ► ,• b •' • ' SILL SEAL TYP .j ___ _..._ _ _ _. •: 1?•�,•. ,• If GRADE 2- -__ -=_____......_......_._._.-..:_____ ,�,_I, --- - - -- ,�'1.• _:.���.� __.______ _ 1 _ � -- - -._�- V. - 5 REBAR CONT TYP LESTER AND MARY w I mow HVACSCALE:-L Appearvio- ` 4 DRAWN BY rMrso�canatuc+;on . . COMPACT ,no O^TE RrVMD �f 10/11 /04 �•�I=L� FALL � �'.'''"• 12" e»� 77 © 645 PLAZA, ATL BCH FL. 32233 Gr a DRAWING"JMSER J - - Y'.N/R[ '7'' _K,-..,r'1r7aT'.fM.ii'. . ds3'.!F_'!r_. }3Y)'.'.R'. -.:.x.•.r^,wr'ST'.._.*'ti'•:7td'''+•1.'..• . '? UNNINOMMMI .. ' ' s.'fK fll.l..•nw••d.._srr-u..a.:.r...... .t1!... ;'Mf.!•" MAP SHOWING BOUNDARY SURVEY F OF:* j LOT 33, ROYAL PALMS UNIT ONE, AS RECORDED IPJ PLAT BOOK 30, PAGE. AND DOA OF THE CURRENT PUBLIC RECORDS OF' DUVAL COUNTY FLOR11 I Uj i i i o Gela I Nateq _.. Mr - LOT 2 ti m l 1 Z ` W y o Pa I e . Z Z LOT 32 c� 1 m * PAS:%E 1 , SURVEY A►LL ELECTRIC TO CODE WATER RUN OFF I N ELECTRIC PLAN 4 � � GENERAL NOTES RELOCATION OF HVAC r I � 4 OVERHEAD, DRAIN s*�r 100.�� 1 M IPE * PAIRON P (w3 E 2, FRAMING PLAN UNDERSES ,i2 � 43'58"E 6696 ROOF 82. RDEN L6 FRAMING PLAN N ou DETAILS FOR CONS TRUCTiOF * WINDOW HVAC SUPPLIED � o I -j() UNE . . .. . • CROSS SECTIONS .IN NEW FRAMING 2" IRON PIPE ~ ,z x ,.o •�+. • , . . . - • -53.,• ELEVATIONS HOME RUN • b FOUND 1-412" 1 w b• wood fa'''d FCJUNDA'�'�I ON IDENTIFICATION 1. T"E W ti DRAWINGS NO �i f�E yt E ,a w ` 0. 24 • • '1 ' • • • ' �� o W 0, 0 �o & o Construction. Plumbing,6 LOT 1 00 ABM(ROUND r .s . . 1POOLs `o 44s. . . . . - • ' • i SINGLE OCCUPANCY, P. R CHAP. 3,O 1 FBG* SUPPLY BATH WITH NES, WA � TER FROM EXISTING eovaI UNPROTECTED, TYPE 11 , grow r-3 RESIDENE N SEWER UNDER GROUND TO : I C * TYPE. VI CONSTRUCTION� ONE STORY, EXISTING SERVICE _ , - 43�• . . .- ,•., 1 •1 1 PEAK ROOF LINE WATER SUPPLY TO KITCHEN G RESTRICTION �-- 1 K AND WASHER AND �5' IBUILDIN ESI ICTlON ' _ -- •'i.`;� � S►ZN LINE x . . * �. .� I s �FCMCE , : ADDS.NG A ROOM ADDITION AND BATH DRYER I1� BEDROOM AND 4 WITH SMALL KITCHEN WASTE •.••~ O ._._ ND W/D, STK. • .'.:Y ;•' :�, * AL;L WATER AND WASTE TO • RE SUPPLIED BY EXISTING '• '.• S I DEi FOUND 112" pEBAR .,'••;... i NO /DENTInCA TION f FOUND 112m ,?EL AR N85*37#27 NO �DENTIF/O,A�TJ =ry1 W 102. ��IAIII' la V tl n. N/A 0 E Z22L PLA7 f••.. 80' OF_ ,� . ' _ L-a tj*! ,l a. ,_ICE ' AY Electric ' 2118 S/F 211 7 12 ' 'ROPERTY 1-1175 IN FLOOD ZONE OX" 8Y FLOOD MAP REVISED -i,'.SPE AREA 3600 SIF 17, 1 S.SS, i,JVMUN11Y PANEL NO. 124075 0001 D ' _ NGS BASED JN THE NORTHERLY RIGHT OF WAY LINE OF AS BEING N 85' 37" 2711 W 1L)N-&NG RES TRIC TION UNE 8Y PLAT CERTIFIED TO: ' -ENCING SHOWW IS 4' Cl•WNLINK FENCE EXCEPT AS NOTED . LESTER do MARY VERETTE � 3050 . MAY BE ADD1177ONAL RESTRICTIONS THAT ARE NOT SHOWN ON 4 SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF _ COUNTY, FLORIDA. ( I 44 t +-�•� certify that this survey meets the • CONSTRUCTION NOTES: � 'CONOM standards as set forth by L c I 1) ALL CAST IN PUCE CONCREIE (EXCEPT SLAB ON GRADE) S ALL HAVE A MW. OF 3000 PSI Ln CM RES K ST NM AT 26 DAYS. SLABS ON 6ii" WAY PSI OQNCRQE. K i c i 2) FippRi m SmL WAR BELOW DISI LVW Ak 0146AI6C•SOIL A UPON EM*R THE SLN*VAL 5011.OR UPON l 10 , Flu.COMPACTM To A DO= OF AT LEAST 9U OF 'PROCTOR 140" 0 �-'� DRY DFJ+I M (ASM D1557) FOR A DEPTH OF AT LEPST ONE t'•OOT (1 ft) W.QM1 THE BOTTOM OF THE FO(r, W F(*MGS SHOUUD K.* IN EID" 7W EXISTM PIK S&NDY r"' _ 0 *1" MI"BEARM �N� PROPER OOI�tPA�CZ101�t. CR OOVP/�= MA F1tL UE BE/�RW KELC�,.ATE_ EXISTING HVAC C UNIT o LEVEL. SOLS. TER AFooMPACM0K U oa•W E01iAL TO 9c OF THE trtoMIM _...___,._....�_.._...� Pw7w mAXMM DRY DENSITY(ASTM D1557) 4) STEEL SHALL BE ASTM A-615 GRADE 60 Sf tel.CONFORMI C TO ASCI 301. W D � ,ACT 315. Ate 318 Am Ca MANl1AL OF STMT MRD PRACOCM LATEST EDR10M � STK. 1 t w f S ALL Oowp um VERTICAL AND HORII,ONTAL. REWfORCING STM 11 FWRNGS SMALL BE W )LAP SPLICED A IAN. OF 36 BAR DIAWM OR 2409 WHCHBO 5 GREATER tilt M 60 FRD a4 OTHEMSE N=. of Atlantic Beat 6) TME MKCONCKTE COVER FOR FOORIM SW" BE 3 Im UK FM REMOCEMEW. ftffl Q and ZwtinQ Departmen# FOOMZ • SLAB 04 GRADE.....». .... a nova Me Les Coln n AIS pia De wita-ppffcable toning, subdivision and other local land 7) HORiZtRM&BEM AM F06TM BARS SH&L 8E BENT V—T AROUND OOHS OR development regulations, but does not constitute OORNM BARS WffH 27-W LAP S1iALL I3E•PRONIDEU. approval for the issuance of permits. Compliance wfth Florida Building Code and all other applicable g) CpHTRACTOR SHALL "w" SPACERS'' CHAIRS, BOLSTERS, M. N TO SUPPORT k3CaI State and Federal permitting requirements I REIWORCM STEEL. SUPPORT REMS WHIM BEAR ON EXPOSED GONCREIE SURFACES �rtust be verified b signature of the Citof Atlantic Y 9 y ., SflAll HAVE ENDS WHICH AM PLAM TWM OR STAN= STEEL Beach Building Official prior to the issuance of 9) ALL REwF'ORCM DETAILS SHALL COM TO MAMUAL QF STANDARD PRACTICE FOR Building Permit a DETA6.ING ACI 315 LATEST BUM t DET11t B Droved 8 ` OTHUAva ON THE STNJCRIR& DRAM S. Y: ommun Devel went Director • 10) ALL CONCRETE WORK SLiALL BE W ACCORDANCE WRTH ORE BULDWG CODE REAU96AWS Hate: ? FOR CONOWC/ICI 318 LATEST E M710K AND FOR d FOR 81ALDWCS'AGI 301. ..�'1�S `lRY w1wArlwy X117 1 CONCRETE MASONRY MIS SHAM BE ASTM C90-75, HOUDW LI8'EARNG CONCRETE ^ MASONRY MM `TYPE 1, GRADE N-1. M?R &MfEIG9. WITH A MN. www.-"n SOMMIM OF.2000 PSI ( f 0 sn = 1500 PS ). 0170 AND OF TYPE M OR S. LESTER AND MARY FF � 2) MORTAR SiiALL T4 AS'Itil 8E _ MA901�RY .IOMtfS RflhT10RCEIr�Nf 3iiAt,1. 8E GAL1�11+1zED T1RlRSS�-TIFF WQH VE SCALE: +�_ t APPROVED gY: —._....._. ... -M—` 3) r.DR¢Qa& 1 � DRAWN a r.,r,ra,c«+.a.K:ia, t6 in. LAP AT BILI. SPIE TWO PL AW AT EVW(Ti.ER BLOCK COUM �. 16 & O.C. DATEi z LOW0/11 k &VISED x,00 868d 1L 32266 tow)AU4528 645 PLAZA, ATS, BCH .. ` 322. 33 i101 • .nom!R•.i'rs- +•n .•.vb . _.w.r.... DRAWING N, r .s_..v y ,,,�.._...-_.. .._....,...-.,_. Y 6 Oji B Roof Pl___na Floor Plan • 21 ---- 12 + 21 ' 12 ' a C. I A 51611 z 516" team •r,,.:.. I. .,�, nc a■sots- a-m Ire FTwz wl"sa HAILS 1 OR ROM is J, NEW 3050 SH '3030 S , 5' 0 o H 0 0 3 5 2 '6" 3 5 � 4 •-iQ.It TO -� 4 ' 5 , t 71 is csoss ssAci -�\�_ 1 a Alm {. �.1Z. SIMPSON PS2 8 % - - 3.12 ft 7:12 EA. PLATE TOP 0 of 3 0 0 aaMtsNs ---- 3 5 SH 0 111 41IF 0I P CH , q Novae TRUSS n 9 r ' MGF. _ 0 21-811 1 6 N IN � TRUSSES 24"_ .C� TYP. . o ' - M16 M 1 a aroma m On To. a 40 10 •- ��w 4 X 3/8 REDUAD o m LQsfmifst •• ���� .f3 1X4 RAT RUN 12' O.C. _4 O.C. EA. END •"; 8 6 o 3 M jLyp. � o� o / - . � 1X4 P.T. STRI„PPINC TO RECEIVE DRYWALL 6 ' �� TYP 2 16i It • ____ 60 FR.DRS. ! LEAD STUD - 7 __ - 6° FRD - -.-- . f . t • 10 SYP SLEEPER- TYP • SYP RAFTERS TYP. Foundation " 3 8" LAG AND WASHERS • � 21 2 • _T EXISTING RAFTERS 24 Nose 40 A O. •. •40 S P Cross Section IM SON,ST2115 _2 #.5,.REBAR .0)NT WITH 41 , SIMPSON-L190 ® jo, RAETUR it _�_ 2 4" OVERLAP `EACH LAP EA, RAFTER 2 X 10 RIDGE SR- R-30 "-'-- -- -` -- _ --'-'-'-' t - ` 1j■■ CEILINGB _ INSULATION TYP �, t � c c c , FIBER MESti NOTES: � DESIGN IS TO BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION. �^ l�J 1 NOTE:TYPICAL STRAPPING (UNO) 1. LIVE LOADS: FLOOR 40 PSF NOTE: IF THE: INTERIOR PITCH OF A VAULTED CEILING ROOF 20 PSF EXCEEDS 1/2 OF THE EXTERIOR PITCH DO �l.QI' 2. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF USE THIS DETAIL. THE GABLE WALL SHALL BE 2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF 95% AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12". OPENINGS TO 5' WIDTH 7/16" STRUCTURAL ROOF SHEATHING BALLOON FRAMED, OPENINGS LESS THAN USE (1) SPH4/6 TOP 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 36" SHALL USE (1) KING 2X4 OUTRIGGER O 48" OF 3000 P.S.I. � AND BOTTOM & (1) CRIPPLE 4. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 60, � OPENINGS BETWEEN 36" - O � � AND HAVE A MINIMUM COVER OF 2". to OPENINGS TO 5 TO 7 WIDTH BLOCKING REQUIRED BETWEEN OUTRIGGERS A SHALL USE (2) KING STUDS USE (2) SPH4/6 TOP AND BOTTOM HURRICANE CLIP H-25 OR EQUAL A48"OC. 5. PROVIDE REQUIRED TEMPORARY BRACING, SHORING, GUYING OR OTHER SPH4/6 AT 32" o.c. & (2) CRIPPLES. (TYPICAL) SIMPSON A35 MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING(U.O.N.) CONSTRUCTION. m2 x 4 BARGE RAFTER CONT. 2X4 BLOCKING O SHEATHING JOINT 6. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 46 IF OPENING EXCEEDS 8'-0" � SHINGLE STRIP SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING IN WIDTH SEE PLAN. ANCHOR BOLTS MAY BE 4 FROM GABLE END LOCATED AT EITHER SIDE OF DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. THAT ARE NOT a FASCIA SHOWN ON THE STRUCTURAL DRAWINGS. KING STUDS, PLATE MUST 8E ��" In CONT. BETWEEN BOLT AND 7. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE O KING STUD. 2X4 SCAB CONT. TOP TO SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. ALL 1 BOTTOM CHORD TOP CHORD OF GABLE END TRUSS0 ANCHOR BOLTS MUST BE TRUSSES SHALL BE PERMANENTLY BRACED IN ACCORDANCE WITH THE A M O 8 „FROM GABLE DROP 3 1/2" RECOMMENDATIONS OF COMMENTARY AND RECOMMENDATIONS FOR � ' HANDLING. INSTALLING AND BRACING METAL PLATE CONNECTED WOOD WITHIN 12" OF KING STUDS. � � 3-12d NAILS TYPICAL AT TRUSSES, HIB-LATEST EDITION. � X-BRACING -CONT. 2 x 4 SCAB FROM TOP TO 1/2" x 10" ANCHOR BOLTS BOTTOM CHORD • X-BRACING 8. STRUCTURAL COMPUTATIONS, SPECIFICATIONS AND DRAWINGS AT 32" O.C. (PROVIDE ADDITIONAL 2 x 4's O ARE MADE TO AUGMENT AND CONFORM TO THE ARCHITECTURAL DRAWINGS. � w (TYPICAL) CIO HOWEVER, THESE STRUCTURAL DRAWINGS, COMPUTATIONS AND SPECIFICATIONS � VERTICAL IF HIGHER THAN 48", TO FORM AN "L" SHAPE). TAKE PRECEDENCE OVER ARCHITECTURAL DRAWINGS. cn 2x4 SCAB IF VERT. WEB IS TOE NAIL TRUSS TO DOUBLE NOT PRESENT PLATE W/16d COM 08"x. CONT. 2x4x8' #2 LATERAL BOTTOM CHORD OF GABLE BRACE 048" oc. END TRUSS 2-2x4 TOP PLATE CONNECTOR SCHEDULE SIMPSON LSTA 24048" oc. ATYPICAL HEADER STRAPPING 2X4 BLOCKING o 48M oc. 20 sTuoso ,sMoC. S_2 scaLB : 3/8• _ 19-0" BETWEENGABLEGABLE AND FIRFIRST.RS1. STUD TO BOTTOM PLATE ANCHOR SHALL BE SIMPSON SPH4 ALL MEMBERS SHALL BE SYP W/(10) 8dxl-1/2 FASTENERS TO STUD. 2. STUD TO TOP PLATE ANCHOR SHALL BE SIMPSON SPH4 rB*4' TYPICAL GABLE END X-BRACING W/(10) 8dxl-1/2 FASTENERS TO STUD. tS2 c= : s/s' = i'-ow 4. TRUSS TO TOP PLATE ANCHOR SHALL BE SIMPSON H16 BOUNDRY OF DECKING W/(2) 10dxl-1/2 FASTENERS TO TRUSS & (10)10dxl -1/2 FASTENERS TO PLATES. w • ••• 5. RAFTER TO SLEEPER ANCHOR SHALL BE SIMPSON L90 � • EXAMPLE OF PANEL EDGE W/( 10) 10 FASTENERS. � •• w A PLYWOOD PANEL W/ BLOCKING. 6. RAFTER TO RIDGE CONNECTOR SHALL BE SIMPSON ST2115 . INSTALL #2 BLOCKING � ALL W��S� 16d FASTENERS. � cn O .. HORIZONTAL JOINTS. � w . . . . . . . . . . . . . . . . . . . . . NAIL SPACING • ' • •' ' " @ SUPPORTED EDGES • • � • � N 8d 0 4 toC/C • • • . . NAILING TO INTERMEDIATE SUPPORT: pq EXAMPLE OF . . 8d ' O 8 C/C MAX. [--q �}+ UNBLOCKED UNSUPPORTE PANEL EDGE: � � � • 100 P. DESIGN CRITERIA � w ROOF TRUSSES OCCUPANCY: RESIDENTIAL C--+ WIND VELOCITY: 120 MPH ROOF SLOPE: 2-1/2:12 = 11.76° ROOF HEIGHT: 12.0 FT. IMPORTANCE FACTOR: 1.0 EXPOSURE: "C" ADJUSTMENT COEFFICIENT=1.21 LIVE LOAD ROOF: 20 PSF rc7 NAILING PATTERN FOR ROOF & GABLE SHEATHING LIVE LOAD FLOOR: 40 PSF S_ j N.T.S. ROOF FORCES: END ZONE WINDWARD: -33.2 PSF WIND PRESSURES ON WINDOWS & DOORS END ZONE LEEWARD: -23.1 PSF ENCLOSED STRUCTURE - (EXPOSURE "B") (PSF) INTERIOR ZONE WINDWARD: -23.1 PSF INTERIOR ZONE LEEWARD: -i'7.5 PSF OPENING AREA END ZONE INTERIOR ZONE 0 OVERHANG END ZONE: -46.5 PSFC\l OVERHANG INTERIOR ZONE: -3.6.4 PSF POSITIVE NEGATIVE POSITIVE NEGATIVE cq CLADDING: -60.6 0 - 20 SF 18.0 -28.7 18-90 -60.6 18.0 w � SPALL FORCES: 20 - 50 SF 16.5 •-•27.8 16.5 -59.91-4 a END ZONE TRANSVERSE: 38.2 PSF 50 - 100 SF 14.4 -26.9 14.4 -47.6 ;1-4 a END ZONE LONGITUDINAL: 2"7.6 PSF 100- 200 SF 12.7 -26.0 12.7 -42.0 � .p INTERIOR ZONE TRANSVERSE: 25.5 PSF � W 0 INTERIOR ZONE LONGITUDINAL: 18.3 PSF 200 - 500 SF 12.1 -25.4 12.1 -29.8Pq 0� cd -1-i rw cz q � po 0 h F 1 vt 0 �O ys pl,q z7a `qqt � i Bottom Chord of Truss Fiberglass Shingles Fiberglass Shingles (2) 2x4• Plates on 15# Felt on 1/2" CDX Plywood Sheathing or OSB on 15# Felt on 1/2" CDX Plywood Sheaithing or OSB W/ Aluminum/Ply clips. W/ Aluminum/Ply clips. NOTES: Pre-engineered Trusses O 2'-0" C/C Pre-engineered Trusses O 2'-0" C/C 1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF 95% AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12 2x4 Stud Wall Typical interior non-loadbearing wall a W/ Studs O 16" C/C 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. F-1 SIMPSON MTS12 Double Studs against 3. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 60, w Varies Truss Anchor Varies Masonry. AND HAVE A MINIMUM COVER OF 2 12 Use (7) 10d Fasteners each 12 All withWood in contact SIMPSON MTS12 X� to Truss and Plates. x� p essure trMsoneated.shall be A Truss Anchor Use (7) 10d Fasteners each �+ to Truss and Plates. 1/2" Nut 00 3"x3"x1/8" Washer 00 Z 0 0 E=04 /2" Drywall Ceiling /2" Drywall Ceiling � w SIMPSON SPH4 W/(10)-10d x 1-1/2" Fasteners Alt. Studs. See Architectural See Architectural for Trim Details for Trim details Vinyl Siding vinyl Siding �I jl All walls are shear walls. NI walls are shear walls. jl I� I� 1/2" Diam. Thrubolt Architectural Siding Architectural Siding II O 72" C/C. within 6" over 1/2" OSB 8d. or 1/2" CDX over 1/2" OSB Bd. or 1/2" CDX �� of camera and openings, W/ 8d Fasteners W/ 8d Fasteners �� do 12" either aide of wall openings. O 4" C.0 O Edge & 8" C/C O 4" C.0 O Edge & 8" C/C in field. in field. � Install O ea. end of Install O ea. end of II Shearwall Segment: Shearwoll Segment: jl SIMPSON HD6A Tie W/ SIMPSON HD6A Tie W/ � (2) 7/8" Bolts in (2) 7/8" Bolts in vertical wood members. vertical wood members. jl I� K'I TYPICAL WALL SECTION IYPICALTWALL SECTION—ALTERNATE ALL�THREAD 3 INTERIOR WALL SECTION S-2 cera : i• = i'-o• ,NIS,S_ CAM : i• = i'-o• S-2 s" 2x4 P.T. Shoe-,,, Moulded Wood Base � Moulded Wood Base 1 Z' Vinyl the and/or Indoor/Outdoor Carpet Q 0 0 0 0 o O C/O* a E-4 4J. w U E=N4 P% P4 H 1/2' Diam. Thruboft 2x4 Studs O 16" C/C2x4 Studs O 16' C/C O 72" C/C. within 6" � x of comers and openings, 2" Fasteners Alt. Studs. �j do 12" either side of wall openings. � I NEW FOUNDATION SIMPSON SPH4 W E=04 x 1-1� � Coupling Nut I I Provide 1/2"x 10" A.B.'s 0 32" C/C 2x8 Sill Plate �� 2x8 Sill Plate / 2"x2"x1/8" Washer jl I 1 2 " Provide 1 2"x10" AB.'s • 32" C C � � S-2 �. 11 1 4 Conc. Slab W/ 6x6 No. 10/10 WWM or Fabric � � 4 Conc. Slab W/ 6x6 No. 10/10 WIWM or Fabric o I Finished Grade �� o 0 0 0 0 0 o Finished her �j o 0 0 0 0 0 0 � Elevation varies �j Elevation varies I II 6 Mil. VISQUEEN Waterproof Membrane I rp �L 6 Mil. VISQUEEN Walterproof Membrane �L= Treat soil for Termite Control. _ _ _ �� Treat soil for Termite Control. I REMOVE EXIST. PATIO SLAB IATYPICAL ALL WALLS) 12" Wide x 16" Min. Monolithic Concrete 04 = 12" Wide x 16" Min. Monolithic Concrete I I , II '- 9 0 00 Ftg. W/ (2) #5's Cont. � � °° Ftg. W/ (2) #5's Cont. 2" Min. Clea— — Bend outside Rein. Bar 2" Min. Clea— — Bend outside Rein. Bar I I EXIST. EXTERIOR WALL TO BE STRIPPED — — 25" O Corners. — _ 25" O Comers. TO RECEIVE DRYWALL Compacted in soil or compacted fill.— — Compacted in-place soil or compacted fill.— — _ 12" 12'0 PROVIDE (4)#4 DOWELLS W/6" — � — MIN. PENETRATION INTO � PROVIDE (4)#4 DOWELLS W/6" EXIST. 12"x20" MONOLITHIC FOUNDATION EXIST. FOUNDATION � MIN. PENETRATION INTO (CONTRACTOR VERIFY) & SET IN EPDXY' n2 EXIST. FOUNDATION n & SET IN EPDXY w 2 MONOLITHIC FOUNDATION 2 ONOLITHIC FOUNDATION-ALTERNATE ALL-THREAD FOUNDATION PLAN r9i S-2 sc= : i„ = i'-o' S_2 sc= : i» = i'-o* scAIZ : 1/4„ = V-0" a as a G •� d o b O W � q � � o P� 0