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Plans Addition 1921 Selva Marina 2012 Rev/alona the 8 Addition Plans for N w � Q � Q f4 N ~ Q F:LE fRESIDENC: E pp V N UJ I11 Q Q � F g 'W3 94 z .04 aa � aU IL 0- lMarina rive , oQ � l92 a m112S) z 0d � 9 E i i _40t tib sac orida _ � � oQ � ZZ° � adz a NzZoo GENERAL CONSTRUCTION NOTES: GENERAL INFORMATION: 0 N 8 0 a APPLICABLE CODES: Construction Type: Type YB - - FLORIDA BUILDING CODE 2001, WITH 2009 SUPPLEI�j'ENTS - FLORIDA ACCESSISILITY CODE FOR BUILDINGC01�1�TRUCTION Unprotected, Unsprinklered ICH,l l F5C-2000 .. FLORIDAAFI E PREVENTIONNTION CODE 2001 EDITION Building IS LOCATED in wind-borne debrio region - NATIONAL ELECTRICAL CODE 2008, NFPA 10 NATIONAL FIRE ALARM CODE 2001. NFPA -12 I - Structure Height Of Addition 14'-6" +/- 4 Stories: 1 Story 1) EXTERIOR WALLS: NEW AND EXISTING IST FLOOR: - Basic Wind Speed: 120 MPH (3-,kecond) - 2x4 '1*2 SYP W/ R-19 INSULATION O ` - - _1/16 OSB W/ TYVEIG OR EQ. Wind Importance Factor: 1 - WOOD PANEL SIDING TO MATCH EXISTING Exposure Category: B - 1/2" SHEETROCK - Internal Pressure Coefficient: PER ENGINEERS SPECS 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMS SPECS SAND WIND - SEE STRUCTURAL ENGINEERING SHEETS AOR ALL J IF REQUIREMENTS AND STANDARDS. COMPONENTS, SPECS, CLADDING, AND ( , - WINDOWS LESS THAN 18" AFF TO BE SAFETY G4LASS PER INSTALLATION REQUIREMENTS IN ACCO DANCE '1-308 WITH 200-1 1=�B,C.-R, 20013 AND 2010 A1''1ENDMENTS FSG-R 200 AND SUPPLEMENTS. I iER 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING SAND SEARING _ iU # WALLS > 10' NT, FINISH 1/2" SHEETROCK tsr ay Original let Floor: 2030 sful ♦' Q 0 - Addition: 35(o sf LL 4) PLATES: - EXISTING MAIN: 8'-1-1/8" PL - FIELD YERIY --------"-- � � -� IJ ' NEW Gond, Sq, Ftg.: 2386 0 c� - s 1 ! ADDITION 8 -1-1/8" PL z S) ADDITION ROOF PITO-1: 3/12 ALIGN WITH EXI T`i,IG PLATE � OVERHANG TO M4SO: 524 sf c� Q) V Entr Porc1on= 32 sf 1 MATCH SOFFITS AND FASCIA 1N STYLE Ai' D M, �TERIAL y E ANY AND ALL MANUFACTURED FLOOR TRUSSES, OF Total Under Room 2952 sf 0 Lh TRUSSES, BEAMS OR FABRICATED MEMBERS 11-0 BE m DESIGNED AFTER ON-SITE DIMENSIONS AND C(7NDITIONS REQUIRED FOR SUITABILITY HAVE BEEN YERIPIED. INDEX of DRAWINGS: I ROOF RAFTERS/JOISTS PER DESIGNS BY �1 ' STRUCTURAL ENGINEER ARCHITECTURAL � ASPHALT OR F15ERGLASS SHINGLES PER MA NIUF, SPECS * MATCH TO EXISTING ; ,� ,� Site PlanmA-1- x/16 OSS ROOF DECK W/ 15 FELT YP. ju � O 317 0' 6) FOUNDATION TO BE MONOLITHIC FOOTING WITH iBERCRETE _2 Floor Plan with Addition SLAB OVER (o-MIL VAPOR BARRIER PER ENGINEER SPECS m €� TO ALIGN WITH PREVIOUSLY INSTALLED FLOOR �>C1:�'�i�1g ��a�1 t�/ DF:m� Notes ELEVATION. Electrical Flan. G , 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS A�3 Affected El�Yations - ALL WALLS ADJACENT TO UNCONDITIONED SPACES ; I Typ, Wall mo"ectiOn a - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOzF MATER1A�..S Window Flashing Details 8) HVAC: BY OTHERS A- Foundation Flan Roof Plan S) PLUMBING: NOT APPLICABLE • 11 CV 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIE By L,I�:ENSED - ,,,.. tPlln� c� •W aye oea9 STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. „t ATTACHMENTS NOT INCLLU !o aq1 I° 6�aPaId 4 J00 utas� P136 tie paid y!\ Qj QL ��jo f.LJ613\��!W�adeP°U 6 \Plsu� 0 Legal Survey all Wa�\nb ay�o 1\ P136o ao13en n6a13 a6U\13oz cA s1f+�'6oldd6 S��wyadv1\0cX R s\n\P n Idd6 s\41 Truss Engineering U� d 00�°U au P��oo S ��an @* s;Q00\ aoue\\d� a e\d 1361 a 'Am 13e 6 . P d d 0 o!\ tiu Z t 6 6 v f 4 0 Florida Energy Sheets �� aed a s u_\\ j�aW1 _as a��� p Structural Engineering sNr I COVER 4 iNA I FIC,. 15 WINDOW INSTALLATION (METHOD A-1) F G. iS WINDOW INSTALLATION (METHOD 13-1) WEATHER RESITIVE BARRIER(WAS)AF"LIED PRIOR TO TWE WNDOW tNSTALLATICNt R�V�6/OIA6 WEATHER IRserwE BARRIER(ORW AFS=PRIOR TO THE WINDOW WSTALI.ATION, FLASHING APPLIED OVER THE FACE OF THE MOLINTWG FLANGE. FLAS14M AfrLIED BEHIND THE MOUNTIE FLANGE. ascTION a THRCU3IJ M$AtODW JAfin SECTION A $TP°P!! — ! THFOUGiH 11114DOW JAMS N 1MT81M PML4DDve PA6IPPOII N 9A1ER 6FIR'0DMP4 PA"*L 6TAWN6 AT TH6 BASE AP 6TAJMTN4 AT TNM SM OF TiMt 11aI.L'4I0I400 70WMm6 SEALJJi7 TM WALLA WD11110S4 100dMD6 THB TOP'WTALI.IFN MW I MND MAIMS 111 TO'IiJ1 PAdE OP TibP "� 6FlAYFIb��ti6 KI.ArldL QN041141. j APPLY 6M1 K AN1N6 APPLY 6M1 R.A6F04 / APPLY MAC,OF WALOW MAL 1W aplow PROM TO APPi.Y 4"PLA4v" 'i 11 AT BACK OF:M Q 11DW&APPLY A NQK -'--i `—�-! 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I _"'� XQ � � Qzz YIaY AT i iD. .�\ I SEALANT TOP OF JAM RA6HRYi I `, SC=ALaNT \ P d) ? O d) U U WCVR THE RAP .. \\\ w W ULu ($ 0.SEED �� RAMM6 611 PLABHN6 6HM ATO ADJPIBT WA(DOW TO ACHI@vR 6aL4PK-- �. N > Q 6NM AID Wht W NXW TO ® P �!�, _ rumCONDITION.um ccowoBk7N I � � *0 AWAT PIJM4,M0 UpAIL CONDITION.'NEE CORb6PCT0 l I P OWMrrASn*M 6.Pa6TN+uMmOM PER - \� O P- O IK.w PMWrAWPAWPMM �OW� /JI NNCNM MVt/ACUIPM MEOVICATUNA III uNoudnaa (D aTJJeR RED II I `'II AT A 4b DEC+dM ANGLE,CAIMMLLY CUT'[HE 1 II AT A AB ANGLE,CA}MggILLY CUT TH@ T FOAIMIMIF92 ON A OL160NAL OM'TLY RA169 T4M' I ' %MOM ON A DIA60NAL.6ENPLY RAI6E Testi TOP W=OF TIE 1rA1MMIER UP AND TAPE THE I � mCR a awmetm A10 TAPE 71,9I i i u® Ab&#V 000aft AW COM TD'I+e ExteRroR i INTERIOR VIEW�•���_� / �:' INOERF*QoRROrW1 cw r TOP LEFT GO"R OF WIDOW NEW FAT)"1lLY ROOM ROOF r SHINGLES TO MATCH Lu 1 c V + z r (ty L Z MAIN PL - -I�- -1--�----1-I - - �I MAIN PL Q� _ I -+jI ILJ ILu � 0 � � ' FIBERGLASS SHINGLES INSTALLED SIDING AND TRIM 12 PER MFGR. RECOMMENDATIONS OVER !L 1/16" 0.9,15. ROOF SHEATHING INSTALLEDP TO MATCH EXISTING PERPENDICULAR TO ROOF TRUSSES East Rear Elevation WITH STAGGERED END JOINTS. NAILED R-19 INSULATION _ I WITH 80 COMMON NAILS 0 6" O-C- ON EDGES EDGES AND IN FIELDS OVER ENG. WOOD TRUSSES SEE ROOF TRUSS LAYOUT ,r— E FOR CONNECTOR SPEC. T` 713 ' 1/2" GYP, BD. CEILINGOn TAPED AND SPRAYED 1i 12 O l--L NO ALUM DRIP EDGE � � � � -1WOOD FASCIA t SOFFITS ' To MATCH EXISTING NEW FA MILY ROOMQ) 013 1/2" GYP, BD. NQ) ' TAPED AND PAINTED WOOD PANEL SIDING \ !� R-11 BATT -1/16" OSB WALL SHEATHING i 12 INSULATION FASTEN W/ Sd COMMON \ 3 m 6" O.C. EDGES / 6" O.G. INT TO TYVEK OR EQ. VAPOR BARRIER MAIN PL 2 X 4 02 CONST GRADE OR BTR. STUDS - � 16" O.G. \ �--- t T A5301 X 1/2" ANCHOR BOLT W/ 2" WASHER 0 \ I dJ TREATED, CLEAN, 6" FROM CORNERS COMPACTED FILL P OVER 6-MIL \ VAPOR BARRIER - dJQ J \ 3:—'vlll 'GRADE � U SEE FOUNDATION PLAN t ENGINEERING SPECS SIDING AND TRI (K ` •/�y� TO MATCH EXISTING LL U � FOR FTR SIZES AND BAR REQS South '- le Y/atiVi I% ids 12" MIN DISTANCE BELOW GRADE TYPICAL WALL SHEET SECTION ,� - 3 8'-111 REAR WALL PL ReV18/OII� � a BATHROOM I I ! ! I I I I I I I m I I i I I I u I I I I L I s � Q � a � � n > o O z 7 Q O kEAOER G/ROER Q a _ I I I I I L I I I } zo4 to z 1N5T4LLE0 TOB PL z 94 p Lu �Qz oQak � t _ .4 N Q LL Z Q � O � � U i I I �Z � Foo F A z" o o BREAKFAST NOCK �ryw � N 3 O O 0oKitUm00d) 0- Q N N FLOOR LEVEL RA16EL) rO M.4 rCl-1 EX/S TIN6 GREAT ROOM KITCHEN u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ -- _ - - - - - - - - - - - - - - - - - - - - - - - -- - - — V z Roof Lagout U z � L L ALIGN NEW FOUNDATION Q 0 uj L WITH EXISTING KITCHEN l BEDROOM FINISHED FLOOR �' . L _c tu Q) 1211x16" MONOLITHIC FOOTLING W/ 2-05 RODS CONTINUOUS } V z2ff --- ----- -------------- ---- ---------------- ---------- o 1 , If ca 1 t �- 1 V! � to 1 Q) M 4" CONC. SLAB W/ FIBERCRETE ON A pr1 r- (o-MIL VAPOR BARRIER OVER CLEAN, 21 -4 4 COMPACTED, TERMITE-TREATED FILL Q FLOOD' LEVEL RAISEl? TO M,4 rCf4 EXIST C BEAT ROO ` z 4 0 CL U iz 4 vF N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - _ - - - SWEET Foundation Plan A - 4 • Rev/�Iaw 4] N N � w Q LLI Nw 8 � Q � > Q ~ 9 as ° d N UN Z Q N Q� nw � Z U Q OzQQ ' W R� > V N c� lu4N6 m000 � OF- WUa W N tp — !y LL Z Z F- d) OOwI- � Q Q. d) z Clw Y 'y 4 Q °wow°U U° w oK -a UNOUNtI S OBST46" E 14%,13' � I 5IR,L♦ ' - - - - -----------•-----------•-.-------.-.-._.- r _.-._�._._ -._._._ _................. ----------- ------ DRIVEWAY ----DRIVEWAY � 1 i U -4o l.0 z .� 0 1 ENTRY i 8t Q)Lu .� t lu IL (j, GARAGE ff i ROOM ADDITION cel i C Q) 70 1- — — — — — — — — — — — — — — — — — — — — ----------- -----------------._---- _ — — --------------j _ uj 0 �t 4 N 89'51'46" LU 138.12 n,V 0� C� a mq LOT COVERAGE: SITE SQUARE FOOTAGE: 12,211 SF SOUSE FOOTPRINT: 2,92ro SF DRIVEWAY: 1,311 SF TOTAL COVERAGE: 4,303 SF COVERAGE RATIO: 35.06 io z -Q o J — _ SIT FL N U SHEET n , Revle/one &'-4 If rot-411 6'-0°' 21'-411 13'-QY° 8 4040 csmt a � � wq mU 8Wwo 02 aQ Q ° NUZ (aN REAR PORCH IWALL REMOVED I n Q z � u� � Q SATH-IROOM GIRDER SEAM INSTALLED A 6' PL 0 4 0 a pQa� > V WWW Ql OWI iD— LEZz N 6 V 00 ' Zw � s- r t 8040-3 08MT Z z a Z to d) � aQ SCREENED PORCH 0 � a0 s n u � n � u � m a0. 0. N S- S-4 `Q Ca DOOR REA'1OVED - UO U CASED OPENING ADDED tlb I � °1 11 1- it 11 ° 5REAKFAGT NOOK -4 3 2-4 4-O11 it 4-Q ' S 3060 SH 3060 6065 Ss i O WINDOWS REMOVED - DOOPc�IOR RE:ADDEDOVED - I t CASED OPENING ADDED CASED ING I I O GREAT ROOM KITCH-IIEN Existing Floor Plan Uj with Demolition Notes 0 U.l z �� 8'-1" REAR WALL PL Q 4040 csmt � -011 ` . X _ SH 60 ,H, O to V 606 S' SH 60 �LJ1WP LU re-Inetalld ra-tnetalied rat-tatallsd = � ,.,... � (� 5ATHROOMWindow aDOr WInaOW — _V A •c`J} -rs-inetelicd N � O FAMILY ROOM f .Q door p cv ♦, C:WR0ER �1I COUNT aYrreoL �Q I +- water - 8040-3 G6MTELECTRICAL- 11 calling fanglol56I I � I V/ q double spotligiKlt I 21 -4 �' I 1 V' Q) -0cel 0NQ recessed hi-ha4wall mount 22SREAKFA,6T NOOKCable TV I Uj ACoutlet 4 Ib - —+r _ - - - - - - - - - - - - - - - - 0 3R COswitch 3 wayswitch 2 1 4) 2 sswitch double ICn proof out4Lat I GENERAL INeALLATION NOTES: U VERIFY ALL FIXTURES, (TYPES, STYLES AND LOCAT NS a FLOORLFY�L R.4I5Ia ON SITE WITH OWNERS AND CONTRACTOR. ro M,a rcu �x�s riu� 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES T BE ADDRESSED PRIOR TO INSTALLATION. CREAT ROOM KITC49N Z — o CNI 4 11 Z: z oia - - - - - — - — - — - - — - — -— - — - - - — - — - — - - — - — - — L 0 — mode l ed Floor Plan SWEET Original let Floor: 2030 sf Addition: 356 sf A 2 NEW Cond, Sq, Ftg.: 2386 sf w � > N GENERAL NOTES: DESIGN SPECIFICATIONS: ,is limited to the structural requirements of this project. I All concrete slabs ly grade shall be the thickness as indicated on the, ,drawings over o s DES minimum 6 mil.polyethylene(visqueen)vapor barrier. Slabs shall be r forced with c 1. The scope of these plans I {h ASTM 185, _ r Architectural,civil (site),electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance wit Project has been designed in accordance with the, Florida BuildicabC Code, are not addressed in these plans. or fibermesh reinforcement shall be used with minimum 2"fiber lengtth at 1 LB/CY Z Residential,and the Florida Building Code, Existing Building(as app and flashing requirements d complying with ASTM C1116(u.o.n.). > 2. It is the intent of the Engij(neer of Record(Engineer)that this work be performed in c DESIGN CRITERIA: eer of is of the authorities having jurisdiction over this type free of debris and A conformance with all regal 9. Slabs on grade shall bear on structural fill which shall be clean sand f ` Wind Design Method ASCE 7-10 of construction and occujt�ancy. other deleterious material.Structural fill shall be compacted to a den»ity of at least s N Basic Wind Speed: 130 mph 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). dill shall be treated x O A !I 3. The contractor is responsible for the means and methods of construction. It is the with termite poison before slab is placed. V c N Building Category: ibilit to determine the procedure,sequence, and temporary Wind Importance Factor: 1.0 contractor's sole response Y p Mural fill shall be w o B Enclosed Structure) bracing as to insure the safety of the building and its component parts during 10. Footings may bear upon undisturbed soil or u on structural fill. Stru, Wind Exposure: ( P ° Ihnum Dry Density ~O 2 Building Classification: Residential construction. compacted to a dens of at least 95/°of the Modified Proctor Maxi e: Type V Construction ASTM D1557)for a depth of at least two feet(2'-0")below the bottoms of the footing. Z o Building Type: I J o e Debris: NOT located in the wind-borne debris region 4• The contractor shall verify all conditions and dimensions at the job site prior to ( y Wind-Born p o@ment: commencing work. 11. The following minimum concrete cover shall be provided for reinfor site considerations shall be the responsibility of the all inserts,anchors, angles, 3'; Concrete cast against and permanently exposed to earth o°`�` N' I �u rrnrm Unless otherwise noted,project I locate,and build into the work 3 5. The contractor shall suer Y, 2' Concrete exposed to earth or weather owner and/or contractor. Examples of such items include,but shall not be limited to, han ers,slab depressions,or other components as may be 1 +/2'Concrete not exposed to earth or weather �r``� °•• .N determination of grade elevations,drainage features, and special requirements plates,openings,sleev0s, g ° commodate other work. associated with FEMA flood hazard and/or DEP zones. required to attach and a g {he fad '% al pic12. All continuous reinforcing steel in concrete shall be lap-spliced with t • � minimum lengths: ^cf) y DESIGN DEAD LOADS: 6. All details and sections:show on the ss uctur sit at oin elsewheren n he workded to be except •w W '4 _ and shall be construed tto apply Y #4 bars: 21"minimum } o Floors: where indicated otherMpe #5 bars: 26"minimum +�; v The design floor dead load of 12 psf assumes a floor system utilizing wood decking or #6 bars: 32"minimum i Q awin s for all structural details and sections. The contractor subfloorin over wood truss,wood I-joist,or solid sawn lumber framing. The floor 7 Refer to the structural dH 9 w• ` ti wood 9 ceramic tile. The Engineer shall be the En inter for clarification in cases of conflict between the structural r c t 13. Reinforcement in footings shall be bent around corners or comer bpm shall �y�•.. g � •O� � covering is assumed to be carpet,vinyl,wood o shall Contac 9 _ ins re ared b others riot-to commencing work � drawings and any drawl 9 P P Y p ort rr`rnunn " � ,,`�� notified if the floor coverings differ from the noted assumptions >W ontractor's responsibility to obtain a soils exploration report. 14• reinforcing ng steel.Suntractor 1pportditems which bear on elxters,etc.,necessary to Supp g Z 8. It is the owner's and/or 6 0 0 z Roofs: t structure assumes an allowable soil bearing capacity of $ Z'= Z W Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) The design of the proj� ends which are plastic tipped or stainless steel. e a N Concrete or Clay Tile: 15 psf 2000 psf. The Engine(Pr shall be notified if soil conditions encountered differ from the I requirements for site preparation and soil compaction g Z o W Refer to Architectural Plans for Roof Covering System noted assumptions. A11 q FILE COP J Wort shall be followed unless more stringent requirements are MASONRY: w a specified in the soils r� � DESIGN LIVE LOADS: specified in these plan-§• General: " Floors: CONCRETE: 1. All masonry work shall be in accordance with"Building Code RegWirements for 1 Exterior Balconies: 60 psf Masonry Structures,"ACI 530-08,and Specifications for Masonry�vtructures,"ACI g a w 40 psf I be in accordance with"Building Code Requirements for 530.1-08 o J Exterior Decks: P 1. All concrete work shall 40 psf(or 300 Ib point load) Structural Concrete,"PPCI 318-08,and"Specification for Structural Concrete,"ACI 301. Stairs: g LL Garages: 60 psf(or 2000 Ib point load) 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength o 1 N LL All Other Areas: P he 40 psf 2. All concrete shall have the following minimum compressive strength at 28 days: 2000 psi per ASTM C1019. Grout shall be mixed to provide Slabs on grade,(footings,and mist.concrete: fc=2500psi walls,beams and columns: fc=3000psi Structural slabs, -all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. T e mortar may be d Attics: zones only Without Storage: 10 psf Designated radoln in brick veneer. _ A ( With Limited Storage: 20 psf to"Specification for Portland Cement"(ASTM C150) With Storage: 30 psf(fixed sl;air access) 3. Cement shall confornl� 4. The contractor shall be responsible for the design and installling. j aO m to"Specification ecification for Concrete Aggregates (ASTM C33) a N Roofs: 4. Aggregate shall confit+ P Concrete Masonry(CMU): r < a LL L 20 psf nts of oil,acids,alkalis,salts,organic its CMU shall be ASTM C90-066, Ho ng � $ Less than 4:12 slope: nd free of injurious amou 4:12 slope or greater: 16 psf 5. Water shall be clean 1. Concrete masonry U (CMU) 9 SCALE: = material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry Units,normal weight,with a minimum co r i � th of E y,�_JI-0.lu.o.N.) $ Do NOT SCALE DEFLECTION CRITERIA: 1900 psi(fm=1500 psi). THIS DRAWING 6. Reinforcing steel sha111 be ASTM A615 Grade 40 unless otherwise noted on the O RELEASE DATE: II reinforcing details shall conform to"Details and Detailing of 2 All continuous reinforcing steel in masonry shall be lap-split fflel ing r 03-27-12 Walls: structural drawings.PA REVISIONS: Brittle Finish(wind load): U240 Concrete Rein minimum ACI 315,unless detailed otherwise on the structural minimum lengths: #4 bars: 20"minimum W Flexible Finish(wind load):L/120 drawings. 0 W Floors: #5 bars: 25"minimum Oa � w U480" tion and slab alignment as well as placement of reinforcement #6 bars: 30"minimum Live Load: 7. Tolerances for foundka Total Load: U240' shall be in ac with"Standard Tolerances for Concrete Construction and wWW manufacturer Footing or slab edges may be up to 1/2"inside of the sill plate. 3 Grout all cells containing vertical reinforcement in 5'-0"maxi u U a DRAWN BY: "Increased floor stiffness may be required by floor covering ma Materials, ACI 117. W er ACI 530.1-08 in the bottom course of ry when the 4. Provide cleanouts pII CHECKED BY: Roofs: U240 height exceeds 5'-0". SHEET: Live Load: o S 1 Total Load: L/180 _ 5. Beam reinforcement shall be continuous across control joint . � a �I D p) N Z Z XX d Q N SILL, PLATE CONCREAE SLAB s GRADE \ _ > i` Z c d o p y m J ++ N CL P a, N Z � H z Y � H 0 Lr,cri ONE STORY--.(2)#5 CONT. = � t0$ m E t r a �,``�tatttunn iu �t9 w� a SECTION-MONOLITHIC' .•s'"y 2 w O ZZA �Ny � ��•�s ` V z yj •1e� w 21'-72"t 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER "k," +en 0, o "6 " 6 MIL VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. a w U N Lu W U a d*, INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) g W W EXISTINGZol AT DOWELS WILL EMBEDDED � MINIMUM).TYPICAL-U0n NEW POURED CONCRETE FOOTING(1 ' X „ INSTALL#5 D WELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48"O.C. Z LL FSP ALONG PERI ETER OF EXISTING FOUNDATION.DOWELS WILL BE EMBEDDE INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. F a o c A OVER POUR EXISTINGi§LAB AS SCALE: REQUIRED TO MATCa-PIST,ING E X"=V-o•(IJ.O.N.) s SLAB ELEVATION —DO NOR nwlNG RELEASE DATE: 03-27-12 2 REVISIONS: a 4 ° B a DRAWN BY: DJM CONTRACTOR SHALL VERIFY ALIL DIMENSIONS € CHECKED BY: USING FINAL APPROVED FLOOFR PLAN PRIOR � SHEET: FOUNDATION PLAN TO CONSTRUCTION. C�� o V CONVENTIONAL FRAME ROOF AREAS,_SHINGLE ROOFS zI 14 Span Tables for No.2 SYP Raft%rs o g No Ceiling Load-20 psf ILL,100tI L SIZE 12"o.c. 16"o.56. 24"D.C. c 2x6 — 5 14'-1" 12'-3" z 2x8 20'-5" 18'-6" 15'-10" 2x10 26'-0" -- 23'-2" 18'11" c Span Tables for No.2 SYP Ceiling J.foist € •c 20 psf LL,10 psf DL s � SIZE 12"o.c. 16"o.F; 24"o.c. 2x4 9'-10" 8'-11'x- T-8" C N 2x6 CD 2x8 . 20'1" 17 5 -- 14'-2" j Y 2x10 24'-0" 20-91Z 1T-0" O w c 2x12 26'-0" 24'4" 19'10" c o pd d Roof Framing Notes: £ -E1. ALL CONVENTIONAL FRAMING SHALL BE No,22 or BT.SYP g�IR u 3 2. ALL RAFTERS SHALL BE 2x6 @ 24"oc.(U.O.N;)) ,��.�`` � a It +i 2 3. FASTEN ALL RAFTERS TO PLATES WITH SIMftON H8 CLIPS .�� WITH(5)10d x 1%"NAILS EACH END. Q . 4. FASTEN ALL RAFTERS AT RIDGES WITH COL_IL AR TIES.FACE-NAIL r COLLAR TIES TO RAFTERS WITH(5).131"x 3*"NAILS. = ® A 5. FASTEN ALL JACK RAFTERS TO HIPS AND VPA LEYS WITH(4) B C6-' .131"x 3%"TOE-NAILS. =� 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(�1)NOMINAL SIZE LARD R^� O o THAN ADJOINING RAFTERS.(U.O.N.) 7. FASTEN RAFTERS TO CEILING JOISTS WITHz (((4).131"x 3/"NAILS. 8. FASTEN RAFTERS AND CEILING JOISTS TO TjfOp PLATES WITH(3) .131"x 3%"TOENAILS. 9. FASTEN ALL HIPS AND VALLEYS TO PLATES;\WITH(2)SIMPSON MTS12 TWIST STRAPS WITH 7 10d x 1 Y"NAILS E O �H END OF STRAP. a N -. IO N N W J WQ ~� U FPURLIN BRACE RAFTERS TO CEILING JOISTS BELOW ALONG THIS LINE v wa x6 RAFTE S @ 24"0. . o LL _x C Z Y d Y NOTE: -ROOF SHEATHING w BRACE OVERFRAMING TO TRUSSES OR o RAFTERS AS REQUIRED TO MAINTAIN Z MAXIMUM 6-0"SPANS. i —2x6 OVERFRAMING u .2 - (4).131"x3y" > TOENAILS(TYP) ;- < o SIMPSON H3 CLIP a S SCALE: 2x8 No.2 SYP NAILED E Y"=1'-o"(LI.O.N.) TO TRUSS CHORD wl DO NOT SCALE THIS DRAWING (5).131"x 3 y"NAILS RELEASE DATE: 03-27-12 -TRUSS TOP CHORD OR RAFTER 2! REVISIONS: A SECTION-TYPICAL OVERFRAMING 6 AT EXISTING ROOF S-5 DRAWN BY: DJM CHECKED BY: SHEET: ROOF LAYOUT S-5 ® v SILL PLATE(BELOW) n 4 2x_CORNER FRAMING FULL > N CS16 STRAP @ 32-O.C.(TYPICAL-U.O.N. /rii%i//i//'i�/ HEIGHT STUDS(TYPICAL) �� o /,//�/i//� --DOUBLE PL4ATE --JACKS AN[�KING STUDS --(2)ROWS OF 0.131"x 3 Y" 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND ////,��/ NAILS @ 12-O.C. �C �—BOARD WITH 0.131'x 3 Y@ 6-O.C.NAILS ��� (AS NOTED _____ i. .. STAGGERED(TYPICAL) HEADER(PES NOTED) __._ w ' BAND BOARD i Q ' — ING TYPICAL �� (3)0.131"x-33 Y"TOENAILS AT EACH END -- eh c ' 2x6 OR 2x8 FRAMED WALL U. i _ ((TYPICAL)) ''SILL PLY TO KING STUD NAIL EACFT; n. =SILL PLATE(BELOW) g m " WITH(3)011131"x 3 4"NAILS-TOENAIL —2x4 CORNER FRAMING FULL HEIGHT STUDS 3 v c m —OPEN WEB TRUSS OR ENDN#L(TYPICAL) j O w LKING AS REQUIRED FOR MINIMUM 1 //—MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED � Q vCIA SHEATHING CONTINUOUS FROM BAND BOARD —BEVEL BLS WITH(4)0.131"x 3 Y4"NAILS TO EACH ADJACENT F' TO UPPER PLY OF DOUBLE PLATE, FASTEN WITH Y2"NAIL PENETRATION INTO MAIN FRAMING STUD G c x EDGE NAILING REQUIREMENTS OF UPPER WALL MEMBERS (TYPICAL) ' i ALTERNATE:INSTALL SOLID STUD IN THIS 0c � 2 2x_SIL4 O TOENAIL TRUSS TO PLATE WITH O L �-___ -- SPACE 2 0.131"x 3Ya^NAILS MAY CANTILEVER UP TO 2" —2x4 CORNER FRAMING FULL HEIGHT STUD E O SHEATHINtG — g aQ E — DOUBLE PLATE(U.O.N.) MAXIMUM(PAST SUPPORTS.ALL WINDOW --- __ (2)ROWS OF 0.131"x 3Ya" W�1lC O W 3 ATTACHMLNTS MUST BE ANCHORED INTO 2x_ NAILS @ 12-O.C. 2x4 FRAMED WALL MEMBERS: SECTION-TYPICAL OPEN WEB FLOOR TRUSS _ F DETAIL-TYPICAL ARCH TOP OPENINdj SECTION-TYPICAL FRAMING AT 90°CORNERS 6" --1 '___ 1 SD-2SD-2 SD-2 NAIL SCAB TO TOP CHORD WITH Cf3 d (4)0.131"x 3 Y"NAILS —ROOF OR FLOOR FRAMING(AS NOTED)— ZQ E --ADD 2x4 VERTICAL SCAB IN EACI'� TRUSS IF NO WEB IS PRESENT -CONNECTOR IF NOTED °,+.� ' Z+7 3 0.131"x 3 Y" NAILS TYPICAL A'iT (SEE CONNECTION SCHEDULE)—, jw _ z UPLIFT CONNECTOR(AS NOTED) )) ���`� J' 0 R CH TRUSS -2x4 SPF BLOCKING-NAIL WITH(2) --- 2x4 X-BRACE ACROSS LENGTH 0 0.131"x 3Y4' -Z (END NAIL OR NAILS AT EACH END SHEARWALL -- , s CEJ --NAIL SCAB TO PLATE WITH(3) ' 7 — azo / W y J 0.131"x 3Y4'TOENAILS - GYPSUM BOARD TRUSS(AS NOTED) g u� `TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSLES ~ —(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) L TOENAILED TO DOUBLE PLATE MITH -NAIL PORCH SHEATHING AS NOTED \ SPH_CLIP @ 32-O.C.(IF NOTED)­/ g w w 0.131"x 3 Y"NAILS @ 4"O.C. m cc o t EXTERIOR FRAMED WALL DOUBLE PLATE " " 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. U]" ?z --MINIMUM%6"RATED SHEATHING' ;- (SEE WALL LAYOUT) >a EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL E[RGES) xi SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSSG SECTION•INTERIOR SHEARWALL PERPEMDICULAR TO TRUSS " sD-2GYPSUM BOARD SECTION ONLY APPLIES WHEN REFERENCED SD-2 t2. INTERIOR SHEARWALL(IF NOTED)SHALL _ m USE%6"RATED SHEATHING FASTENED --NAIL EACH END OF BLOCKINGj1TO ` N n N a a AS NOTED. � BOTTOM CHORDS WITH(3)0.1V1"x 3 Y" SPH_CLIP @ 32-O.C.(IF NOTED) TRUSS(AS NOTED) - INSTALL 2x4 BLOCKING BETWEEN SCALE: 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 4"O•C "-2x TREATED SYP#2 SILL PLATE WITH E X"=Vt"(U.O.N.) SIMPSON%"x 6"TITEN HD @ 32"O.C.MAX. $ DO NOT SCALE j/ 0.131"x 3Y"NAILS @ 6-O.C. —BOTTOM CHORD OF TRUSS THisDRAwiNc 2x_SPF#2 SOLE PLATE # RELEASE DATE: —NAIL EACH BLOCK TO DOUBLE�'PLATE WITH(3) 03.27-12 WITH 0.131"x 3Ya"NAILS g ` 0.131"x 3 4-NAILS @ 8"O.C.-U.O.N. REVISIONS: NAIL PORCH SHEATHING AS NOTED � ;; FLOOR BEAM(AS NOTED) ( € DOUBLE PLATE - \-EXTERIOR FRAMED WALL —MINIMUM%6"RATED SHEATHIWG, EXPOSURE I FASTEN AS NOT ON WALL LAYOUT(BLOCK ALL LEDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION a DRAWN BY: € DJM E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARAL&EL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL w CHECKED FU BY: sD-2 sD-2 THIS SECTION ONLY APPLIES WHEN REFERENCED SHEET. S D-2 K TYPICAL HEADER TO KING SiTUD CONNECTION(SEE TABLE) (2)2z_SYP#2 DOUBLE PLATE(U.O.N.)NAIL v (TYPICAL DOUBLE PLATE SPLICE) % PLATES WITH 0.131"x 3"NAILS @ 8-O.C. a N JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN UPPER PLATE NAIL EACH PLY OF K,NG AND JACK STUDS TOGETHER q STAGGERED I 0 MINIMUM NAILING OF ' WITH 0.131"x 3 Y"AILS @ 6"O.C.STAGGERED TYPICAL STUD TO STUD TO PLATE NAILING* ° $ (16)0.131'x 3"NAILS IN THIS ZONE. ---SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) (TYPICAL) DOUBLE PLATE I I -TYPICAL FRAMING AT CHANGE IN \ JACK STUD AND KING ,CONNECTIONI L _ PLATE HEIGHT STUD SIZE END NAIL TOENAIL - t STUD REQUIREMENTS C (SEE WALL LAYOUT) V I I MSTA36 STRAP CENTERED ON CHANGE IN 2x4 (2) (3) 0 t PLATE HEIGHT - - --- ' 2x6 (3) (4) _ Io 2x8 (4) (5) M M LL o '-2x4 BLOCKING BETWEEN STUDS TOENAIL 2x10 (5) (6) a t OR ENDNAIL EACH END TO ADJACENT NAIL EACH PLATE TO JACK STUD r C m ALL NAILS NOTED ARE 0.131"x 3 Y" o N O W \ WITH(3)0.131"x 3 Y"NAILS-TOENAAIL / STUD WITH(3)0.131"x 3 Y"NAILS - J 04 04 OR END AIL(TYPICAL € Q y I— \ $ Lu rte+ \ c D C w 2x_SPF#2 STUDS @ ifi"O.C.(U.O.N.) .§ Z 0 \ \ (SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS u °' d i E � DOUBLE SILL REQUIRED WHERE OpitENING s" j 2x6 (3)NAILS PER Y V__ WIDTH EXCEEDS 61" U.O.N.) - - w 2x8 (4)NAILS PER PLe SPH_CLIP @ 32"O.C. * r ++ (TYPICAL-U.O.N.) 2x10 (5)NAILS PER�1 ` JOINT IN SILL PLATE 2x12 (6)NAILS PERIL 2x_TREATED SYP SILL PLATE - 9Y"LVL (5)NAILS PER�j C € N � a ? u n u u u u u u u n u is a i u II �i ii ii )cc- it 7 f i a u u u u u u u u u, u u w u u u I� u u u 11�"LVL (6)NAILS PER PL�� -_ TYPICAL STUD TO SILL PLATE'++, r � SLIP EACH SIDE OF HEADER \ CONNECTION 14"LVL (7)NAILS PER PLY �i�o SPH_ F+=1 S - \ SIMPSON/a"ax 6"TITEN HD WITH TOP Atm BOTTOM(TYPICAL-U.O.N.) - ----mss — C >Z BUILT-UP CORNER POST 4 MIN.; 16"LVL (8)NAILS PER PLY 12"MAX 3"x 3"x Ya"WASHER @ 24"O.C, BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) q z NAIL EACH PLY WITH 0.131"x 3 Y" Z o -hz - NA LS @ 6-O.C.STAGGERED g 1--I x w L N DETAIL-TYPICAL WALL FRAMING CONDITIONS o qzo �W SD-3 W a _ U INSTALL(2)SPH_CLIPS - $"Mme' INSTALL(2)SPH_CLIPS c 0�_ AT TOP AND BOTTOM OF AT TOP AND BOTTOM OF w w KING STUDS AT EACH SIDE KING STUDS AT EACH SIDEW o 1 N OF HEADER / OF HEADER M o N INSTALL MSTA24 STRAP $ Y w INSTALL DSP CLIP @ 16"O.C. "t LOOPED OVER DOUBLE w LL PLATE.NAIL TO JACK ON MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) W 0.131"x 1 Y"NAILS. g STRAPJACK NEi TO HEADER WITH g " LSTA18STRAP < C ._ = Z INSTALL(2)SPH_CLIPS- -INSTALL(2)SPH_CLIPS < a t AT TOP AND BOTTOM OF -- - - ---- --_ ----- _ _ _ -_ ------ i AT TOP AND BOTTOM OF g KING STUDS AT EACH SIDE 7- it-- ri-- -r-- -iT--- i KING STUDS AT EACH SIDE g II II II II II II II OF HEADER OF HEADERE SCALE: II II II 4 ! II II If II I !I I I I I I I I! I I I I I I I 8 X"=1'-0"(U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: I I I II II II II II II II II it I I I I C SILL ANCHOR IONS:12 SILL ANCHOR-� II II II I I .I I I I I I I I I I I I I I � REVISIONS: - �� II II II - II II II II F u � ANCHOR BOLT AS REQUIRED -ANCHOR BOLT AS REQUIRED FLLAH HEADER CONDITION DROPPED HEADER CONDITION 2 DRAWN BY: DJM M N CHECKEFSS D BY:DETAIL-DOUBLE.PLATE STRAPPING OVER WIDE OPENINGS �S SHEET: SD-3 SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED N C D-3- 1 INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE > 4 PLATEI o gl NOTE: - ATTACH DOUBLE PLATE TO STUD PER , ALTERNATE:MSTA24 STRAP LOOPED OVER DETAIL"G"ON SD-5 - S NOTED DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS c —EXTERIOR BEAM( ) INTO EACH SIDE OF STUD z UPPER LEVEL STUD � DOUBLE PLATE j—UPPER LEVEL STUD � > CS16 STRAP(CUT TO LENGTH)FROM UPPER CS16 STRAP(CUT TO LENGTH)FROM UPPER J STUD TO BEAM BELOW @ 32"IJ.0 (U.O.N.). NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). a % NAIL INTO UPPER STUD WITH(11)10d AND NAIL LE PLATE — s ~ o INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUG - NAIL INTO UPPER STUD WITH(11)10d AND NAIL € LU INTO HEADER WITH(11)10d NAILS. a to i�—BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE -BEAM BEARS ON 2x_JACKS -(L) _ 3 C d / -BEGIN NAILING V MINIMUM ABOVE SOLE PLATE d O C rn —� -BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) H -.. BEAM CONDITION: ,- NAILING NOT REQUIRED BETWEEN UPPER SILL V vcm PLATE AND LOWER DOUBLE PLATE. $ Z (NOTCHED BEAM) e Z o -BEAM(AS NOTED) _ �-FLOOR SYSTEM(AS NOTED) U C (ALIERNATLE TO __ -- -BEGIN NAILING 1"MINIMUM BELOW DOUBLE a uq� 41 A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM — �' PLATE SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED �. U 1 - DOUBLE PLATE \ - NAIL SHEATHING 1T0 DOUBLE PLATE WITH O��a '• " J• •• ���i'• ' " (2)ROWS OF 0.13;11"x 2 Y2"NAILS @ 6"O.C. LOWER LEVEL HEADER(AS NOTED) f�` -MONOLITHIC FOUNDATION-EXTERIORNAIL SHEATHING LONG BOTTOM OF HEADER @ 3"O.C. .. o ° e"x 8"TITEN HD SCREW ANCHOR a O.C.OR or%"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. - INSTALL DSP CLIPS @ 24" S or s"THREADED ROD SET 4 yi"INTO ADHESIVE SPH_@ 32"O.C. DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW EXTERIOR BEAM'(1AS NOTED) �} w STEMWALL FOUNDATION-EXTERIOR SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED m s � . •1 --DOUBLE PLATE `* ' �` Z ' Y2"THREADED ROD SET 7"INTO ADHESIVE —BEAM INSTALLED)t$ENEATH DOUBLE PLATE INTERIOR APPLICATIONS - O 2xJACKS _ ,—�- � BEAM BEARS ON �O f IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening Schedule ������� z USE MONOLITHIC CONDITION CONDITION: 2 SI son ID USP ID Uplift C ac lbs Fasteners Anchorage V.O.N. Z o ? A35 MPA1 nfa (12)0.131"x 1^h" n1a _ Is - - ABLI44—Z PAU44-77 2200(SYP) (12)0 162"x 2%"or(12)0.162"x 3^h" 518"w!7'embed - z (DROPPED BEAM) a ��-, . ABU66—Z PAU66 TZ 2300(SYP) (12)0 162"x 2Y or(12)0 162 x 3'h' 518"wl 7'embed B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALLCONNECTION CS16 RS150 1705(sYP or SPF) (t1)0148'x 3 in each end (22)total nfa c U_ p N DSP .___. RSPT6 2 775(SYP or SPF) (8)0 148"x 1K'into studs rile W ........... __-- _--- - (6)0 148''x 1'/:'into double plate USP DTB-TZ SIMILAR SD-5 DTT2Z DTB-TZ 2145(SYP)1835(SPF) 8) SDh"S wl4h•embed(mono)and 7'em be, (stem) SD-5 9 U ( ) GBC HC520 We (5)0131"_x_1/-i nto gable brace Ile € w - __- - - _- (7)0 131"x 2/'into double plate -- _ -- a w w MONOLITHIC FOUNDATION-EXTERIOR H2.5A ma use RT7 -6o0(SYP) (5)0.131"x 2h'in each end-(10)total We W o N / Y".12-TITEN HD SCREW ANCHOR x t',A•in each end-{10]otaltotanfa 5 �� A�LTTERNATE ANCHOR: H8 Ll 745(SY P)820(SPFj (6)0.141"x 21.5'in each end—(8)total rile H2 5T rile ise RT7 545(SYP or SPF) (5)0 131 _ H3 RT3A 455(SY P} (4}0 131 M O N or Y THREADED ROD SET 7"1'NTO ADHESIVE x 21/,"in each end-(ts)tote rite F+�I Y2-">x 6'TITEN HD wl 2"xY"WASHER x 1'•m each end-(10)total nla Li- Wit =z EXTERIOR BEAM HDQ8 nla:use UPHDB 7530(SYP)5495(SPF) (20)'/. x 3 SDS 718"w1 15'embed(SET epoxy only) ' a e a STEMWALL FOUNDATION-EXTERIOR ` (AS NOTED) Hous PHD5 5645(SYP)4065(SPF) (14)%'x 2r•SDS 518"w/7'embed(mono)and 12'em d(stem) g w LL ` HDQ8 PHD6 6970(SYP)5020(SPF) (20)G'x 3•SDS 7f8"w/15"embed(SET epoxy only) %"THREADED ROD SET 12"INTO ADHESIVE `H6 CLIP FROM HETA16 HTA16 1810(SYP) (1 C)0.148°x v" 4'embed W POST TO BEAM HTS 20 HTV V20,or HTS30 H 20 HIV 24 or HPN 30 1450(SYP)1245(SPF) (10)0 148 x 3"in each end Ne (20)total INTERIOR APPLICATIONS- \, HTSM16 or HTSM20 HNVM 16 or HNVM20 1175[SYP) (8)0 148 x 3 into wood nla N IF EDGE DISTANCE EXCEEDS T'USE `,\,, -LAP BEAM PLIES AND _..... ,. .... _,.. .. ..- (4)r x 2 Then Into"""c _,_ ..... ....... N Titan 5 " NAIL AS SHOWN- 5 �x 2 518"w17'embed(mono)end 12'emt eed(stem) HTi5 H75 5090{SYP) 4375(SPF) (28)0-162 Into concrete Y"x 12'TITEN HD SCREW ANCHOR O (4)r x 1 �, HTT4 HTT4 4235(SY P) 3640(SPF) (18)0 162 x 2/a 5f 8"w!T embed(mono)and 12'em d(stem) m .� or/6 x 8"TITEN HD SCREW ANCHOR \ 0.131'x 3 Y"NAILS PER PLY Z w g ` Or%"THREADED ROD SET 6"INTO ADHESIVE LTP4 MP4F __ nle _ It2)o t31"x 1 i" rile ; J :-__ 2 \ PT POST(AS NOTED) LSTA 18 LSTA18 1235(SYP)1110(SPF) (7)0.148"x 3'in each end—(14)total rile - > o a • \ LTS12 LTW 12 775(SYP)665(SPF) (6)0 148'x 3'in each end (12)total nfa a O c MSTA24 MSTA24 1540(SYP)1455(SPF) (9)0 14841)<3'in each end (18)total n/a x t LL SD-5 USP PHDS SIMILAR MSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148 x 3 into wood rife g a t c DETAIL-TYPICAL HTT5 INSTALLATION \--H6 CLIP FROM POST I M -PT POST(AS NOTED) 1s)r x z sten Into cmu >I TO BEAM EXTERIOR BEA (5)Y x 13 Titer Into concrete SCALE: - ABU POST BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148'x 3 in each end (22)total nfa € MONOLITHIC FOUNDATION•EXTERIOR (AS NOTED) AS NOTED MSTA3s MSTA3s 2050(SVP or SPF) (13)0.148"x 3 m each end (26)total nfa s %'=T-0"SCALE.) ( ) MSTAM36 MSTAM 36 1870(SYP or SPF) (t3)0 148'x 3 Into wood nfa 4 DO NOT SCALE 7 „ THREADED ROD - (6)r x 2i`Ttec Into CMU THISDRAWING /e THREADED ROD SET 15"INTO ADHESIVE PLAN VIEW AT TOP OF POST �, o. 1 WITH NUT SET IN (e)i x 1%"Tten Into concrete RELEASE DATE: STEMWALL FOUNDATION-E)TERIOR .o ADHESIVE MTs12 or MTs20 MTV 12 or MTW2o 000(sY P)ase{SPF) (7)0 148"x 3'in each end—(14)total nla g 03-27-12 MTSM 16 or MTSM 20 HTPlM 16 or HTVYM20 850(SYP) (7)0148 x3 into wood nla 2 REVISIONS: %"THREADED ROD SET 15"INTO ADHESIVE 7 (7"EMBEDMENT) (4) ,.r x 2i rtan into cMu ,_.:,. _,,,,,..�•..._..._ I Y ' (4)rax 138 Titan into concrete €' INTERIOR APPLIIiATIONS- PA51 TA51 3685{SYP or SPF) (21)0-162"x 2%"or(21)0.162"x 315" 4'embed I SPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0 148"x 1/ rile IF EDGE DISTANCE EXCEEDS 5"USE \ SSP RSPTs 35o(SYP or SPF) (4)0 141E x 1 h into studs nla e ° °II __.... _........ _............ ......._.. .............. _._....._(3)0148"x 1b into double plate........ _.......... __....... _.___.... ........_._._ ..._ s"THREADED ROD SET 8"INTO ADHESIVE sTHD14 srAD14 4430(SYP or SPF] (38)0,148"x 3 h' 14'embed , BASE OF POST Notes: - DRAWN_ D BY: _,,,__ ........__.,, _...... B M SIDE VIEW AIT ~n p 9- .._. 1 All connectors are manufactured Simpson Strong-Tie Tie or USP_Struc[ural Connectors(U O.N) CHECKED Z,,,SVP Southern. Pine,SPF _.SPruce-PIne,Fir ...._.,._.r,_....___ .. ...._._._.,,,. .�,,,_.„___........._ ...._.._.._„ ._,,,,,,, �.................... ... .,,,,,.__ -----, � . D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AIT EXTERIOR POST 3 Mono monolithic concrete;stem_masonry Stemwa„or bend beam ; SHEET: ' SD SD-5 (USP PHD6 SIMILAR) SD-5 4.Anchorage refers to threaded anchors with noted diameters and embedment depths � I 1 _ i I d lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: w 12. Fasten plies of 1 /:'wide engineers > N Clay Masonry(Brick): 1.,,x <"nails @ 12"o.c. Q 2-ply beams with(3)rows of 0.131 + 1. All window,door and soffit assemblies shall be designed to withstand the desir,[n �I o g 3-ply beams with(3)rows of 0.131 7 x3 /+ nails @ 8"o.c. (each side) qfcturer's 1. Brick shall conform to ASTM C62, C216,or C652 for Building Brick, Facing Brick,and on 6'/;'tong SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manuf Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simp§ requirements. o � z 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall kSC Specifications for Design and Fabrication and openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to ui P _ c Erection of Structural Steel for Builldings(latest editions). o.c.and placed within 12"of the openings. AWS D1.1 LL a.welded connections: WIND PRESSURES ON WINDOWS, DOORS & 8 �- b. Structural steel shapes, plates: ASTM A36 s 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall ASTM A53 or A501 SOFFITS (pSf� c have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural steel pipe: ASTM A500 ti 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d. Structural steel tubing: w r AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE(4 o Adjustable or strand wire veneer ties shall be used at CMU walls. fabrications shall comply with.AISC specifications. .. 2. All structural steel connections ant = 12- Pos Neg Pos Neg ? 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ded to the Engineer for approval prior to fabrication. 18.3 -24.5 18.3 -19. v M supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be prov'll g PP 0 to 20 sf $ w m d windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 20.1 to 50 sf 17.5 -22.8 17.5 -19. ns may be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18. ��a+`"+++++ 9 ��rr'F'r£ 3 the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connectilP Y w` shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17 ° {�i``+ g .�• � >o. O.C. 200.1 to 500 sf 14.7 -17.4 14.7 -t$. � s' • ti ht"condition-u.o.n. ° WOOD FRAMING: 5. Bolts shall be installed to the"snu19- g Soffit Design Pressure 18.3 -24.5 18.3 e LL' ! painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 15.50 GCpi=t0.18 1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop- _ Z -`Z = to painting,steelwork shall be cle@ned per SSPC SP-6"Commercial Blast Cleaning". =C? Lj (NDS)for wood construction,"2005 edition. ' TYPICAL EDGE STRIP(5) masonry, 7. SSPC Paint 36(polyurethane)shWII be applied as the final coat to all structural steel s 7 v 2. All wood members exposed to weather or in contact with mason concrete or soil a exterior of the structure. a=5.0' r p surfaces exposed and visible to •°° o ~g shall be treated with an appropriate preservative suitable for the exposure conditions. '�.,, � ••.. r �• ' ere required to restore final finish. TYPICAL INTERIOR ZONE(4) S. a 3. If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation wfh q J L 1 wy" hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM 8695,Class 50. ( o �'o If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: ~ '= Z W 8 Ur a shall be - - � g 1. All framing anchors and connect noted on the structural drawings Z o W 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for y P -Tie or Engineer a roved equal. W _ Metal Plate Connected Wood Truss Construction(ANSIITPI 1-07)." manufactured b Simpson Stronq a U 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM LL 5, All trusses shall be designed by the Truss Manufacturer's registered Engineer. wU W F1554, Grade 36. z W o it $ 6, The Truss Manufacturer shall submit shop drawings and design notes with a 3 All metal connectors and hardw;#re which are exposed to the exterior or in contact -� (�o I registered Engineer's seal for approval. Design notes shall include the rated load r shall be Type 31 tLstainless steel or galvanized per I with ACQ pressure treated IumbLg r----�i capacity of the truss to truss connectors,and the manufacturer's license to fabricate ASTM Al3, Class C,or ASTM X695, Class 50 'J j trusses utilizing the connector system proposed.The contractor shall approve 1 fabrication and installation drawings showing size,shape and layout. Epoxy-Tie SET or Acrylic-Tie AT by Simpson $ x W 4. Anchor adhesives shall be eithetr temporary g, g Strong-Tie(with Florida Product,Approval)and installed according to the PLAN KEY 9 7. Jobsite handling and erection, includingtem ora bracing,during installation of s shall be cleaned of all debris and brushed out prior trusses shall comply with TPI/WTCA BCSI 1. manufacturer's instructions. HOIL£ /ADDITION to installation of anchor adhesive• _ Z 8, All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ROOF COVERING: l to their supporting walls or beams with metal connectors as noted in the Truss a � o Connection Schedule. Ie for the design and installation of the roof covering < a LL 1. The contractor shall be responsiLb � g. All gable ends shall be balloon framed or braced in accordance with the applicable system. - SCALE: detail as shown in the structural drawings. th ASTM D3161 and be installed according to the Y,°= KALE I 2. Asphalt shingles shall comply vvft DO NOT SCALE Po THIS DRAWING manufacturer's requirements. RELEASE DATE: 10. Guardrails,handrails,and guard in components(Balusters and Panel Fillers shall r be provided by others. 03-27-123. Clay and tile roofs shall be installled per the"Concrete and Clay Roof Tile Installation REVISIONS: g Manual,"and the manufacturer's requirements. PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUIL _CpING 11. Engineered lumber(LVL,Parallam or LSL)shall meet the folio win minimum material CODE AS BOTH"ADDITION"AND"ALTERATION LEVEL(2)". specifications: I comply with ASTM E1514 and be installed according w LVL or Parallam LSL 4. Standing seam metal roofs shall P Y E=1,900,000 psi E=1,550,000 psi to the manufacturer's requirem&nts. DRAWN BY: Fb=2,600 psi Fb=2,325 psi ble for the design and installation of all metal flashing DJM Fc=750 psi Fc=800 psi 5. The contractor shall be responsrl g Fv=285 psi Fv=310 psi and valley material. a CHECKED FSS BY: �SHEET:^ S-2 ® i 'i - NOTES: —� N N 1) ALL NEW EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF NO.2 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 8'-1 Ye"-U.O.N. g o 2) ALL NEW INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 w > SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ye"-U.O.N. af � A € c 3) THE EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. � 'I NOTIFY ENGINEER OF ANY VARIATIONS. c vl 0 C4 H v ch c O C w Z 4e t ~ U SHEARWALIL LEGEND`.3 7 NON-SEARING WALL -NAIL ENdSTUD TO EXISTING •y, w yap,,, �►�M``` F w STUD B&(OND WITH 0.131"x 3 " NOTE: BEARING WALLpeS i NAILS @ "O.C.(TYPICAL) SISTER NEW JOISTS TO EXISTING u `/ '610 N TRUSSES WITH 0.131"x 3 4"NAILS SW-6— s3 L_ _ @ 6"O.C.ALONG BOTTOM CHORD $ — — _ SHEAFitWALLS FASTENED WITH Z o W =� 8d CON(0.131"x 2 Y'l NAILS @ w a EXISTING TRUSS TAILS(OVERHANG) 6 O.C.ON EDGES AND 12"O.C. 3 TO BE REMOVED ON INTERMEDIATE SUPPORTS. NOTE:ALL EXTERIOR WALLS SHALL BE 2x12 C ILII JOISTS @ 24"O.C. "SW 6"U. ` W N NAIL END STUD TO EXISTING 0):N. o (SISTER D i�(�EXI TING TRU S) STUD BEYOND WITH 0.131"x 3 NAILS SW-3 Z a" = @ 6-O.C.(TYPICAL) — — a x W { �� = SHEARMALLS FASTENED WITH g LL [I I 8d COWJ0.131"x M-)NAILS @ g r� w EXISTING BEAM TO BE 3 O.C.QJIN EDGES AND 12 O.C. N REMOVED ON INTERMEDIATE SUPPORTS. N SHEAThBOTH SIDES OF WALL P Z LL a = J AT INDI(�ATED SHEARWALL ADER LEGEND: m a LL -EXISTING TRUSSES WOOD FRAMED r SIZE NOTE: I OF HEADER SCALE: E K"=V-0"(U.O.N.) CONTRACTOR SWALL BE RESPONSIBLE $ DO NOT SCALE ;3HORING OR ALL TEMPOIRARY BRACING AND 2 2x_HE ER THIS DRAWING DURIN*DEMOLITION AND J 1< 9 RELEASE DATE: CONSp TRUCTIOM({PROCEDURES. QUANTITY 11 UANTITY aN 12 REVISK)NS: OF JACKS OF KING STUDS I I w NOTE: — _ — ALL WOOD FRAMED LOAD BEARING HEADERS g DRAWN BY: SHALL BE MINIMUM (2r),W No.2 OR BETTER DJM SYP.INSTALL MINIMUM((I)JACK AND CHECKED BY: SS WALL LAYOUT (1)KING STUD AT EACHIf {EADER(U.O.N.) SHEET: S-4 ROOF COVERING(BY OTHERS), w n INSTALL SPH_CLIPS AT 32-O.C.AT DOUBLE PLATE a RAFTER AS NOTED- z > j o -ENDNAIL(2)0.131'x 3Y`NAILS AT EACH LOOKOUT ALTERNATE:MSTA24 STRAP LOOPED OVER ON LAYOUT �I o 0 —2x6 BLOCKING AT EACH DIAGONAL BRACE CEILING JOIST AS l \ DOUBLE PLATE NAILED WITH(6)10d x 1 Y^NAILS \ 2x6 DIAGONAL BRACE @ 48"O.C.WITH _.,RAFTER(AS NOTED) INTO EACH SIDE OF STUD NOTED ON LAYOUT 2x_SYP#2 SUBFASCIA WITH � (6)0.131`x 3Y"NAILS AT EACH END(U.O.N.) /� �%, —UPPER LEVEL STUD ROOF SHEATHING AS NOTED 2x4 FLATWISE LOOKOUT @ 48"O.C. Ir / ( ) //�FASTEN SHEATHING TO LOOKOUT WITH /� I (2)0.131"x 3Ya"ENDNAILS AT TRUSS o w SHEATHING END NAILING REQUIREMENTS. � �—CS16 STRAP(CUT TO LENGTH)FROM UPPER CORNICE DETAIL � - H3 CLSTUD TO STUD BELOW @ 32"0 C.(U.O.N.). I (BY OTHERS) C T'— — IP @ LOOKOUT(TYPICAL) NAIL INTO UPPER STUD WITH(11)1Od AND NAIL • ( ---2x4 L-BRACE AT EACH LOOKOUT NAIL WITH \ co —r' . BEGIN NAILING 1"MINIMUM ABOVE \ (3)0.131"x 3Y"NAIL SPF MATERIAL�_ INTO LOWER STUD WITH(11)10d NAILS - ' M � SOLE PLATE LL cc NOTE: 'V-0",MAX V ACCEPTABLE , MAXIMUM 12'OVERHANG _ � - 0 2x_SUBFASCIA NAIL TO LOOKOUT WITH _ (2)0.,31"x 3Y"NAILS NAILING NOT REQUIRED BETWEEN UPPER SILL ' -%s"OR 1 32"RATED�y,,� _ > i n11EATHING,EXPOSURE I-SHINGLE ROOF PLATE AND LOWER DOUBLE PLATE. i %z"RATED PLYWOQ)D SHEATHING,EXPOSURE I-TILE ROOF a O N —ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT � to � _ /2"RATED SHEATHING EXPOSURE I METAL ROOF v -- NAIL SHEATHING @ 6"O.C.TO RAFTER WITH FLOOR SYSTEM AS NOTED FASTEN WITH 0.113" 2 e RING SHANK O 0.131°x2Xe"NAILS ( ) 1 NAILS @ 6"O.C.ON� c ►- EDGES AND INTERMEDIATE SUPPORTS. Lu NAIL PLATE TO RAFTER WITH 0.131"x 3Y" —BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE G C \ CONNECTOR AT EAG+f{RAFTER 1x4 LATERAL BRACE @ 48"0 C.NAILED- h NAILS @ 6"O.C. „ _/ (SEE ROOF FRAMING R O TO EACH JOIST WITH(2)0.131"x 3"NAILS v ,• ` -PLATE(AS NOTED) --- DOUBLE PLATE \ FRAMING, $ z 0 —MINIMUM 1 Y"BEARI INTO 4 CEILING JOISTS.OVERHANG �- -- �•- �AT SEAT CUT E W d (I --SOLID BLOCKING A7 EACH LOOKOUT LOCATION TOENAIL RAFTER TO MINIMUM 2`To AVOID SPLITTING. ---LOWER LEVEL STUD \, >RPLATE WITH(3)0.131"x 3 Y"NAILS WITH(4)0.131"x 3Y"NAILS INTO LOOKOUT -NAIL CEILING JOISTS- " " \f,��� �TTO RAFTER WITH N TH 4 O 0.131 x 3 NAILS. �� o w LL ' —MINIMUM%s"RATED SHEATHING CONTIUOUS ` (U.O.N.) ,` � � w TO BOTTOM OF LOOKOUTS '\—(2)2x �� — r_ — _ -- —(2)2x_SYP#2 DOUPVIE PLATE(U.O.N.) ��� • B " ZL�� - ----NAIL JOIST TO GABLE STUDS WITH �� ��� p.• •• t , —— (4)0.13,"x 3Ya"NAILS @ 16'0 C _ C _ DETAIL-TYPICAL BETWEEN FLOOR STRAP SPH_CUP @ 32"O.C;((TYPICAL-U.O.N.) NOTE: LATERAL BRACING AND DIAGONAL BFACING. TOENAIL GABLE STUDS TO DOUBLE SD•1 _ -------'/,6"RATED SHEATHIN,FG EXPOSURE I :• 8'-0"SOLID DECKING MAY BE INSTALL D IN LIEU OF PLATE WITH(3)0.131"x 3Y4'NAILS - FASTEN WITH 0.131"x,2 2 Y" NAILS @ 6"O.C. --LSTA18 STRAP @ 48.O.C. ROOF COVERING(BY OTHERS) ON EDGES AND 12'O. ON INTERMEDIATE SUPPORTS (1 a y - - (U.O.N.)(BLOCK ALLE-FOGES) € —' ---CEILING JOIST(AS NOTED) RAFTER AS NOTED — c r ON LAYOUT 2x_SPF#2 STUDS @ tf6"O.C.-U.O.N.(SEE WALL LAYOUT) i� CEILING JOIST AS --2x_SPF#2 SOLE PLgTE U.O.N. NAIL TO RIM . a'e = N O• NOTED ON LAYOUT I (U.O.N.) . . A W -2x_SYP#2 SUBFASCIA WITH . BOARD WITH 0.131"x 3:' `rte / ••• Z•• : "NAILS@6"O.C. -z%2"RATED STURD-I- i D DETAIL-TYPICAL GABLE BRACING (2)0.131"x 3Ya"ENDNAILS AT TRUSS AND NAILED.FASTEN ��0�3 G)x 2HY"OR GLUED � ®��,� CORNICE DETAIL @ 6"O.C.ON EDGES A j �� p� 01% �` zo n z SD-1 i (BY OTHERS) D 12"O.C.IN THE FIELD. � �p �o �~ ZZ I ;FLOOR JOIST(I-JOIST S�liOWN,SAWN � � JOIST SIMILAR-SEE SECTION"C"ON a v, I I ` SD-4 FOR OPEN WEB Tf USS) z o ui s - -..- ---- < I -OR 1%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF I. 1%z"RATED PLYWOOD SHEATHING, - I-JOIST EXPOSURE I TILE ROOF GYPSUM BOARD — lY2"RATED SHEATHING,EXPOSURE I-METAL ROOF V -RIM BOARD W cwi a V ( t SAWN JOIST) g W� o r \ FASTEN WITH 0.113"x 2 e"RING SHANK � y"� m NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE VITH(2)0.131"x 3 Y"TOENAILS 1.+.1 O m g -(2)2x SYP#2 DOUBLE PLATE(U.O.N.) z CONNECTOR AT EACH RAFTER � 11.4x w (SEE ROOF FRAMING NOTES) -TOENAIL RIM BOARD T(b PLATE WITH q 1--+ LL \ 0.131"x 3 Y"NAILS @ 8"®.C. MINIMUM 1 Y"BEARING AT SEAT CUT STRAP BETWEEN FLO \ TOENAIL RAFTER TO PLATE WITH(3)0.131'x 3 Y"NAILS PER o \ '� \'-NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS. DETAIL"C"ON SHEET S§'D-1 i (U.O.N.) m w LL s -(2)2x_SYP#2 DOUBLE PLATE (U.O.N.) —GYPSUM BOARD > m SPH_CLIP @ 32"O.C.(TYPICAL-U.O.N.) 2x_STUDS @ 16"0.C.-_IU.O.N.(SEE WALL LAYOUT)"EXPOSURE I £ -GYPSUM BOARD Y6"RATED SHEATHING FASTEN WITH 0.131"x 2v�2" NAILS 6"O.C. --2x_STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) ON EDGES AND 12"O.C.`CON INTERMEDIATE SUPPORTS. E SCALE: (U.O.N.) (BLOCK ALL EDD,Eg) �6"=1'-0'(U.O.N.) %6"RATED SHEATHING,EXPOSURE I DO NOT SCALE / FASTEN WITH 0.131"x 2 YY NAILS @ 6"O.C. THIS DRAWING ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. -SPH_CLIP @ 32-O.C.ffl YPICAL-U.O.N.) RELEASE DATE: )NSET WALLY" (U.O.N.) (BLOCK ALL EDGES) INSET WALLY" 03.27-12 FOR STUCCO REVISIONS: FOR STUCC0�1 SPH_CLIP @ 32-O.C.(TYPICAL-U.O.N.) APPLICATIONS 9 APPLICATIONS 1 2x_TREATED SYP#2 SkL PLATE WITH 9' —2x_TREATED SYP#2 SILL PLATE WITH / SIMPSON%"x 6"TITEN HD WITH ti SIMPSON 8'x 6"TITEN*WITH � 3"x 3"x Y"WASHER @ 24-O.C. „ < 4- 3"x 3"x X"WASHER @ 24�G .C. SEE FOUNDATION DET T —SEE FOUNDATION DETAILS ��S 9. DRAWN BY: SECTION-TYPICAL EXTERIOF+ TWO STORY WALL .5 DJM SECTION-TYPICAL EXTERIOR ONE STORY WALL CHECKED BY: SD-, SD 1 SHEET:I FSS SD-1 END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING BRITTLE FINISH FLEXIBLE FINISH NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS w N BRACING 16"O.C. j q 24^o.C. 16^o.C. 2x4 BLOCKING-TOENAIL OR ENDNAIL BI 5 S za"o.c. EACH END TO ADJACENT TRUSS WITH =-RATED ROOF SHEATHING ° NONE REQUIRED 0"TO 53" (3)NAILS 0"TO 47" 0"TO 67" 0"TO 59" 1 2x4 L-BRACE 54"TO 114" 60"T0126" _ _-ROOF SHEAITHING -NAIL DIAGONAL BRACE TO INTERMEDIATE r as^ro ss^ s6°To 145" WEBS WITH(2)NAILS o 2x6 L-BRACE 15"To 182° g Q 100"ro 1 sa" 14s"To 232^ 1z7"ro zor' � T i ,/_.� -ROOF TRUSSS(BY OTHERS)WITH I j I I I ,;� �-2x4 SPF No.2 DIAGONAL BRACE NOTE: L BRACE(IF REQUIRED) (TYPICAL AT EACH END OF W o BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER _-TO REPLACE=(1)ROW OF LATERAL BRACING % CONTINUOUS LATERAL BRACING) W FLEXIBLE FINISHES ARE WOOD SIDING,HARD(-PANEL, INSTALL 2x4 Mo•2 SYP T-BRACE NAILED TO I I i I -- E TO TRU I I NAIL DIAGONAL BRAC SS € J BRICK VENEER,ETC. -RATED ROOF SHEATHING I I EACH PLY OfF TRUSS WEB AT 6-O.C.WITH I I / / WEB WITH(3)NAILS g 2 - I I LS TO REPLACE(2)ROWS OF A LI 0.131"x 3"NAZI I -- NTINUOUS LATERAL BRACE(QUANTITY ad a 2x_L-BRACE NAILED TO ING INSTALL 2x6 No.2 SYP II LATERALBRR CO ca d VERTICAL WEB WITH I I AND LOCATION DEFINED BY TRUSS SHOP g Z w r T-BRACE NAf�31"x 3O"NAILS PLY TRUSS DRAWING.) ) xl 0.131"x 3"NAILS @ 6"0.C. r WEB WITH 0.1, @ O.C. V L r - - -- NAIL CONTINUOUS LATERAL BRACE TO d► _ _ _ ---------VERTICAL WEB IN GABLE -* -- ----- _ END TRU �- 1 EACH TRUSS WEB a SS -1 WITH 2 N f O AILS m p 'v I V -ROOF TRUSSES(BY OTHERS to _ ~ -2x_LOOKOUTS AT 48"O.C.wl — -----� ) 0����`,"`'pus s nr= urr m p 16" R 24"b.C. NOTE: 1 (3)TRUSSES M�NIMUM NOTES' ,� r Lu SPACING(SEE TABLE) `a T-BRACING T®BE USED WHEN CONTINUOUS FOR CONTINUQ S_LATERAL B CE 1) CONTINUOUS LATERAL BRACES SFL No.3 SYP OR 2x4 No.2 SPF OR BE J �" LATERAL BRA6ING IS IMPRACTICAL. 2) ALL NAILS SHOWN SHALL BE 0.1$1'z 3 . DETAIL-TYPICAL VERTICAL BRACING AT GABLE END B SECTION-TYPICAL T-BRAGS C DETAIL-TYPICAL LATERAL TRUSS BRACING O.N.) f ° U SD 4 SD 4 2x4 SYP BLOCKING BETWEEN I a LOOKOUTS ,-H2.5A AT EACH LOOKOUT 6 -NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 4"NAILS EXTrfERIOR SHEATHING SHALL - 2x4 LOOKOUTS @ 48"O.C.FOR BE NAILED TO BOTTOM CHORD OVERHANG - 2x6 BLOCKING BETI�EN TRUSSES WITH ( 31"x 3Ya"TOENAILS AT EACH 3 0.1 OF TRUSS WITH -ROOF SHEATHING AS NOTED LOOKOUT TO TOP CHORD OF TRUSS. i � w �� ( ) (3)0.131"x 3 Y"NAIL§EACH END 0.131"x 2Y"NAILS @ 6-O.C. e. %2x4 BLOCKING REQUIRED BETWEEN ^� _ ((U.O.N.ON WALL LAYOUT) -ROOF SHEATHING o NOTED ( � ) ;�� LOOKOUTS - Z= ZZ BALLOON FRAMED STUDS ` - - = 2x_BARGE RAFTER �► 3 (AS NOTED) \ g o SINGLE PLATE NAIL TO TRUSS I I I I I I '� \� ��A� FASCIA(BY OTHERS) w _ ui _ BOTTOM CHORDWITH0.131"x 3 Y" I I _ NAILS 6-O.C. I I -2x4 LOOKOUTS 48"O.C. H3 CLIP OR EQUAL AT EACH dill i i „ i li LOOKOUT W g m I mot �o ��-GABLE END TRUSS(DROP GABLE) " �z Y w I I _ I I I --2x6 BRACE SPACED @ 48-O.C.UNLESS DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) I I I I I I I I OTHERWISE NOTED ON ROOF LAYOUT. x s°>� INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 1/2 OF(EXTERIOR ROOF PITCH ADDII 2xa 7-BRACE NAILED @ 6°o.c._ _ # N WITH 0.131'XM"Y"NAILS IF BRACE o H23A AT EACH LOOKOUT LENGTH EXCEEDS 9'-0". -2x4 LOOKOUTS @ 48"O.C.FOR OVERHANG ��-ROOF SHEATHING(AS NOTED) a LL 2x4 SYP BLOCKING BETWEEN LOOKOUTS --` - ��� ----BALLOON FRAMED STUDS � � � � � � e -SCALE: � \ \ 8 =V-0"(U.O.N.) (AS NOTED) Do NOT SCALE � � � THISDRAWING '---DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE � SEE DETAIL"G"ON SD-0 e ELEASE DATE: -� ---INTERIOR VAULT TOENAIL BOTTOM CHORdCOF --GYPSUM BOARD CEILING ORS EXTERIOR SHEATHING SHALL BE -iz �— TRUSS TO DOUBLE PLATEMITH vlswNS: NAILED TO UPPER PLY OF � � - � 0.131"x 3 Y"NAILS @ 8"O.C: DOUBLE PLATE WITH 2x4 DRYWALL BACKING IN§TALLED NOTE. 0.131"x 2Yz"NAILS @ 6"O.C. CONTINUOUSLY BETWEENIiBRACES ALL MEMBERS SHALL BE#2 SYP. P.O.N.ON WALL LAYOUT) (SD4 DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT F - ' RAIN BY: ( �_ SECTION-GABLE END DIAGOIAL BRACING °'M INTERIOR CEILING PITCH EXCEEDS Y OF EXTERIOR ROOF PITCH sD 4 G CHECKED BY: THREADED ROD NOT SHOWN FOR'6LARITYFSS SD-4 EET: D_4 ev/a! R ona c clition Plans for e 10 U1 � � WQ W QQ Qm WARf=LE RESIDENCE > o 9 IL dj Q N N U z N zQOzw 4 W N Q Z (L UU Q Q Q 0 11321 N . . ;NLLQo Q w zrurQQ ♦ N ntc sacFloricia � oWoo z zaW a iK Ir =0 0-v Quo 000 W 4 =3 f.- GENERAL CONSTRUCTION NOTES: GENERAL INFORMATION: APPLICABLE CODES: Construction Type: Type VB - - FLORIDA BUILDING CODE 2001, WITH 2009 SUPPLEMENTS - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUC"TION Unprotected, Unsprinklered (CH.II F5C-2001 - FLORIDA FIRE PREVENTION CODE 2001 EDITION - Building IS LOCATED in wind-borne debris regio - NATIONAL ELECTRICAL CODE 2008, NFPA 10 - NATIONAL FIRE ALARM CODE 2001, NFPA 12 = Structure Height Of Addition 14'-6" +/- 4 Stories: 1 Story 1) EXTERIOR WALLS: NEW AND EXISTING IST FLOOR: Basic Wind Speed: 120 MPH (3-second) - 2x4 02 SYP W/ R-19 INSULATION OR - 1/16IOSB W/ TYVEK OR EQ. - Wind Importance Factor: 1 - WOOD PANEL SIDING TO MATCH EXISTIIrNG Exposure Category-5 - 1/2 SHEETROCK - Internal Pressure Coefficient: PER ENGINEERS 6PECS 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WAND - SEE STRUCTURAL ENGINEERING SHEETS FOR AL-L L ` REQUIREMENTS AND STANDARDS, f COMPONENTS, SPECS CLADDING AND V - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS FPER IN,6TALLATION REQUIREMENTS IN ACCORDANCE FBC-R 2001-308 ! WITH 2001 F..B.C.-R, 2009 AND 2010 AMENDMIENTS z I AN U M T D S P1~LE EN .S 3) INTERIOR FRAMING 2X4 TYP., 2X(o AT PLUMBING AND SEARINGL Q) -- — ), WALLS > 10' HT. FINISH 1/2" SHEETROCK _ Original let Floor: 2030 sf Q 0 4) PLATES: Addition: 356 sf u- - EXISTING MAIN: 8'-1-1/8'° PL - FIELD VERIFY .� —.,� --------------------��____ . L - K NEW Cond, Sq, Ftg.: 286 0 `� PL sf JU F 5) - ADDITION ROOF PITC-W- 3/12 ALIGN WITH EXISTING 'LATE - OVERHANG TO MX e: sf * MATCH SOFFITS AND FASCIA IN STYLE ,AND MAT RIAL Entry Porch: 33 sf E N **** ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF Total Under Roof: 2951 sf 0 TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE -- DESIGNED AFTER ON-SITE DIMENSIONS AND CON -ITIQ,NS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. INDEX of DRAWINGS: * ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER ARCHITECTURAL - ASPHALT OR FIBERGLASS SHINGLES PER MANUF, SPECS O Q o m MATCH TO EXISTING o A-l — 1/16 OSB ROOF DECK UJ/ 15 FELT TYP. Site lan � i P LU 6) FOUNDATION TO BE MONOLITHIC FOOTING WITH FISERCRETE A-2 Floor Plan with Addition > SLAB OVER 6-MIL VAPOR BARRIER PER ENGINEER %PECS I � TO ALIGN WITH PREVIOUSLY INSTALLED FINISHED FLOORi I Existing Plan w/ Demo Notes ELEVATION. u } Electrical Plan 1) INSULATION AREAS TO INCLUDE= - ALL EXTERIOR WALLS I A-3 Affected E l evat i ons - ALL WALLS ADJACENT TO UNCONDITIONED SPACES 3 - ALL PLUMBING WALLS T yp Udall Section - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATES 1,41 .S 1 Window Flashing DetaiIs S) HVAC: B YOTHERS i A-4 Foundation P14n 9) PLUMBING: NOT APPLICABLE ROOF PIM N 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LIQ°` .E� , D C4 STRUCTURAL ENGINEER OR TRUSS MANUFACTURER< w's oea9 � � � 6w91 ATTACHMENTS NOT INCLU �S� it � U ! guB1 pue 1a S y!� Qj •!��';0 1.�aui d t o�6 �pi�n6�o vro�d Q Legal � ueild mb23 gu pU2 aP uen s1%A1 u down 02 c j �++ s1 eo„dde 2us,` oq Suo�� s�n�p n �dde SIUl �7urvey ua�ay o 11�ad�0 , n6aI 6u�u a��dw sao ue n Truss Engineering a'�,suo�� WA o aWO�S.`���a e�o3 18001 s aou211 6 u eld M B 2 E U Florida Energy Sheets P ao,�dd6�W°Z 10 (�u Structural Engineering Meer i ng ---� SHEET g COVER N W lU a IU mLID Na 8 Qm o0- > 0 0- N a N N V Z a N a 3 W Z u LLa oQQ1� Som > Nua �Q w z � N QLLO � Z d) NLLOO ozlu d) w (K Zzz } a' �zz a a 0rU � rd00 �3 Ua �Q' 00 � , 00 030fly- Ri U d) d) - 0- 5 89'5146" E 149.lk 1----------------------- - ---------------------•---------- -- ---- ------_. —.— --------------------------- ------ DRIVEWAY -----DRIVEWA I j I j Ln ENTRY ul .I 1 I I j 1 I �-1 z w ' Lu � I GARAGE _ _ _ ji ROOM to i ADDITION O i I � j 0 Q om } i517 lu fm N 89°5l'46" W 138.12' r U C� LOT COVERAGE: SITE SQUARE FOOTAGE- 12,211 SF 14OUSE FOOTPRINT: 2,92(o SF DRIVEWAY: 1,3-7- SF TOTAL COVERAGE: 4,303 SF I COVERAGE RATIO: 35.0ro �o =Q 11 Q 0- N J � _ V 4 pj IK Z — — Q LLSITE I= LAN V N SHEET /S II 1 1— Oll S I 1 Revlalona 21'-4" 4040 cemt di w A } Q 8a Qm o °z 9 aa. a Q � zQoz REAR FORCH WALL R MOY D - g Z0 Q z� � � d 5ATHROOM GIRDER €SEAM INSTALLIED A 8' f=L o a Q @ - > u d QW Qdia -� mQpplr d) LL t Q Z E W 41- ep - 1DLLZZ d3 U oQ OWFi- W Q I}- � d) >r i 8040-3 CSMT Z a } W a d) z - - - - - - - - - - - - - - ° o�� u o _ SCREENEDORCN o o a „ , „ , „ Ud� OUd) � i1 Z 8- 5-4 8 -O DOOR REMOVED - - CASED OPENING ADDEV 2'-41 4'-p" '-o"�' M BREAKFAST NOOK do NO [Lz 0 S 30 SN 3060 6068 SG I I Ou WINDOWS REMOVED - DOOR REMO'/ - CASED OPENING ADDED r- ," r 1_ASED OPENING ADDED I I O GREAT ROOM --_-- - KITCHEN N E Existine Floor Plan L with Demolition Notes � LU z 8'-1" REAR UJALL PL Q _. 4040 camtI f. Q -O -O 4-1 l ♦, 1-� L SH 60 . �I�UP O � � LU 1� t I � re-tnetafled re-installed re-Irstslled = (� 5ATHROOM window CA door window /nom, �v ' I re-metalled � O _� FAMILY ROOK' 'Q door N t, I - /NST,4LLEO TO B'PL } 8040-3 CSMT ELECTRICAL COUNT 5"? L d) " I double spotlight I — 21 j ONO receseed hi-hat 4 O Q I I 1L nl wall mount 2 2 0 BREAKFAST NOOK. �C14 O Cable TY I4T�✓ t' ' �Q) Ql outlet 4 — — — — — — — — — — — — — — — — — > V V switch 2r�0- — — — — — — — -6—G0— switch 3 way 2 i, I I switch double I Sr f 1 II o water proof outlet I GENERAL INSTALLATION N®TES: 1) VERIFY ALL FIXTURES, TYPES, STYLffL6 AND LOCAT NS a ON SITE WITH OWNERS AND CONTRACTOR. L��R TO MA 7'C14 EX15 7-IPP 2) ANY DISCREPANCIES, OMISSIONS, ORS OVERAGES T BE ADDRESSED PRIOR TO INSf ALLATION. GREAT R0KITCHEN KITCHEN Z 40 Q CL � _ ..I _ _ _ _ _ _ _ _ _ _ z � d - - - - - - - - - - - - - - - - - - - - - - - - Kemodeled Floor P SWEET Original let Floor: 2030 sf Addition: 356 sf — 2 ss»»read»_----saaaass» NEW Gond. Sq. Ftg.: 2386 sf I FIC,.15 !LIN DOW INSTALLATION (METHOD A-1) >=1cz. 15 WINDOW INSTALLATION (METHOD B-1) WE44THER R961TIVE BAW ER NAM)Afr+_Iso FRICR TO THE WINDOW INSTALLATION R�V/810I7� WEATHER RESU YE BARRIER CWpW AlopLIED MOF;TO TWE WINDOW NSTALLATION, FLASHING ArrLIED OVF-R THE FACE OF THE MCAINTW.FLANGE. FLABtap+lEs APPLIED MM41NO THE I'IOJNTM MANGE. _ 3EGTION A THNCUBW 01POW JAMA n9stu140oW JAMS 8�1'A�flTlA3 81 71-m m PN 0 AT 9Y,N6 TC1�141C76 SFALAC IN TF99191L,L!917NG1W YOLARDB.. TWE TqNBTALL we 12)Ar".Y OU 9J..FL.ACFIN+i /` APPLY W.L./LA6111-0 _ ✓` %- APPLY NAD GP MAL THE 0DW 19CAME TO A-MY JAI fi*M AWANYA. � AT BACK OF 9GI� CPbaft APPLY A�°Npd. --•I �I APPLY BRAD OP OIN.ANf .,,- RAIIBB 1 BET AT CSM Y bpU 8938 LIfTL'l�Bca� Q Sbtr JAI'b�OAB P.Ma .N Loa ON ANY P901MTI114 F4.ADIfi. ®APPLY JAI'b FLAIWIIN6MAD 8ffM&llk j HOLZS OR SLOB. ' N >E�1fDM.TW.Y bWALL..W J20W M..404i91�5 AF7f±iE,w' ATIS�J1 ArKY ®JAMB FLTMAL6 r1a1PtTNAV � Q _ IMAP NUA AT WEAR APPLY 001IT.BGA!.TO Tib MMM �+�'�9-' AC39088 TWB PAf¢PP 6.AL.A4.GC.T Of' H.AN�AT'IF94 TOP fF9iAD)Mp MG1F9ffp16 M,pf9B AT i8?dD F4iG�NfICN.1-T JOKED APPLY HEAD T ) B9i AM ® } N Q �• ul BEAM JLNY+TUR3• PICu`IP PLT H6A4'PI.ABWN6 �AI'PLY A 9G NOM:DIA. AFGWOWI ..ro r PAT!PA AT WM0. JMTi / IU teRAD OP AL:AM TD THE B1931 M MLAINI� APFb. / ~ li@ pVG pgE�ADUEFY AdCpwG f9f1ENON•OP THE //. ONGe DIASCN& am Q Yee u,Aeew N199f TO LAY MOWTM4 PI.APiGE Ai90t99? GOI'0 OVER BGN.ANfJ. Q a i N MT a+91RWEAss MJB11M4 PMA RAh I. M1R!'LY NBIf BW96AQN�Xi ATh`PRI-RI➢LCi7N7t FN7LBB -_p1,A6WMn AJT kIFA11 d iECl1RE uwz , Q ca GLOM { L-- 'r^ ^ssroND JArte r+Asi1Ni� AT HEAD (L SECURE WR8 KAWW AT WAD ZAPPI-Y A CAW-MA J"KA$Rft� � a a � Q Z © / H mow.. �9td 0VW /� �® U � Q �. ^. eoMdN-or16oP HR 0AD F AS141 AGAvo-r BEALAIT(K AWNG �. 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CANTLY RAISE TMa I AT A 18 t ON A ANGLE,C/f WWiLLY 4J-[NE BAIBMCJ9 Qf A PfABCPIA4, ®AIOmER ON a M RAM -GO�ITLY FTAFU THE TOP ETJGE OF"SAM04 W-AND TAPE Ti& TOP EDGE OF 7WH lT AND TAPE 718 i 4 �J TOP COIsaGN1 .MO CIJfTIIt m h4G CSCPERIOR i � TOP VIVA 1tl APD t TO h!EICIERIOR i u1m BuaAral aeevs j WsaMl51i8 ADGiVH.. '�'”; I :/ INTERIOR VIEW INTERIOR elt o Toles LSF-CORNER o=WNDOW �i TfA®LEFT GOIm+�R flF WkJDOW "'+ / / / NEW FAA! IL`s' ROOM ROOF i i i SHINGLES TO MATCH 12 — c% �6 z _ MI j Z - - -L-T MAIN PL - T1� ti MAIN fVL > I cn O ul ul I LL u - - I I I iT FIBERGLASS SHINGLES INSTALLED PER MFGR. RECOMMENDATIONS OVER SIDING AND TRIM (P "f/16" O.S,B. ROOF SHEATHING INSTALLED TO MATCH EXISTING PERPENDICULAR TO ROOF TRUSSES East ear Elevation WITH STAGGERED END JOINTS. NAILED R-19 INSULATION WITH 80 COMMON NAILS 0 6" O.C. ON EDGES EDGES AND IN FIELDS OVER ENG. WOOD TRUSSES SEE ROOF TRUSS LAYOUT FOR CONNECTOR SPEC. \ w G1`P. 13D. GEILIi Q) f+1 TAPED AND SPRAYfitD `1 12 O Q r M l � 11. �6 ALUM DRIP EDGE 1 I WOOD FASCIA t SOFFITS TO MATCH EXISTING \ NEW FAMILY ROOM �++ I 1 > 01 1/2" GYP. BD. APED AND PAINTED WOOD PANIEL SIDING \ 1L R-11 BATT 1/16" OSB WALL SHEATHING 1 12 } INSULATION ( \ Q 3 FASTEN W/ ed COMMON 6" O.C. EDGES / 6" O.C. INT TO 1 TYVEK OR EQ. VAPOR BARRIER MAIN PL ' 2 X 4 02 CONST GRADE: OR BTR. STUDS - 116" O.G. AS301 X 1/2" ANCHOR BOLT C W/ 2" WASHER + \ I TREATED, CLEAN, 6" FROM CORNERS fCOMPACTED FILL 1 OVER 6-MIL \ I OR BARRIER - - l _ �.� ._. �. 1 1 f„ Q0 A _ A,n qll _ GRAM SIDING AND TRIM Z SEE FOUNDATION PLAN < ENGINEERING SPECS SortSide Elevation TO MATCH EXISTINGFOR FTR SIZES AND BAR REQ'S t2" MIN DISTANCE BELOW GRADE TYPICAL WALL SHEET SECTION &'-I" REAR WALL FF i w 5ATHROOM m � Na Qo � ~ tQ L I i I I Iv I I I I L I ao 1 al ' 0 HEADER G/RDER Q m `I # ( ( I I I I I I lNST4LLED r0 ,9 PL a p Q. U a � aq � _::f -=T .4 w ID Cl - I - f= - � - r— d) .4 ) Z)- oo v zZO � � �Q �� BREAKFAST NOOK u o 0 - ron, i o3oaa uhoud) ( d Q N J i FLOOR LEVEL R 16EO 710 MA rCA4 ,EX/5 MO GREAT ROOM KITCHEN �rr.�l - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - — - — - - - - - - — z ROOF La qut W z Q) Q Q) to ALIGN NEW FOUNDATION LL WITH EXISTING KITCHEN 4 5EDROOM FINISHED FLOOR C - -- olLu r 12"x16" MONOLITHIC FOOTING C 07777 W/ 2-"5 RODS CONTINUOUS i V Cn ---- --- ------- -------- ------------ ------------------- o N 3!'�2� Ltd VJ 713 4" GONG. SLAB Wf FIBERCRETE ON A 6-MIL VAPOR BARRIER OVER CLEAN, 21'-4" ul _ COMPACTED, TERMITE-TREATED FILL V 0 !qq Q� I Ql� FLOOR LEVEL Rei Fla rO PIA rCA4 FXis r oC4 SEAT RC?Cz o zLLQ N � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - SHEET Foundation Fl4n A 4