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FOUNDATION PLAN Building and Zoning C4 s' n M l W W S w -� a 1 V ca % • W LL) N Z � � w a � r z x Lt J Q � a Ll p o J J RIGHT SIDE ELEV ., DEAR ELEV . 0 cc M o -� a � • � W�o�r Q m G'o��, 5�,4 • /-3/¢ X/8 • 1111111 G> %� 'a• - /z..G.1�x �y'�a 2x6 �GG.Jrs•C� y� 'o-�- ri lRr i LLM �'/� ..�Y�•C90. /� p m LU N J 2-ox 7a A4s - H Z Z � � QcnW � Z game room . - 6 za=1w❑Zw-:JA ac �w � s t o r STa.eM,A.vCNo.P•�• G�E�.,e��-�,e. "' LL��«�� xvC- �ti7icp �s����urs• 1a�tT �� Liz v.ft � Joz`n°zoc❑ a2► O � �",a >- 3,c% 7-4 � e5e. 4 T z w p S ww -WM �w1stor . 2 _ O�'WD• B.GS€ fSrLec17_fG E9 vE >2i.o °©�O-,i❑ U-moa x/6'ill/"�,,2 �� '� ..57aaf/ A.vcr/c,Q•s [� ...._�/v T /X 2 /veWo Die/,0 z a w a a oz Fn 2>c� CvO• fASc/� ULLenzaaU❑ '.q.vo,Q.Qic live e$'Taaxo 2x4 -2jc¢7wv 2-2?<G �aP 2-ZX TP .�G� S�B GYo 8�- 2 2.�CGTo� 3l8"��Y lay. Soft iT m�SC2.1/E,vT• /NsvG . 7.3.s'' 2xG STvasG�/6"v•c- ivra�. ,P-/9 7 2, G� 7•�3,.T" a�H B.2,t- Ti�.3' @/G'o •c. Y�.P...�.d�2"o�C.fj/a,PiZ- /G T - 2x/2 ST,ai.vU-,Q1 //Zax'o- %P / "fJ i.2 - 5oflCE .STU1�S Cv/G«' v � � � i z'" • �9P • rY tr�.G //oars LvR/�� garage 4 / �Y? /z CDX PG r�,o SHEAT//�•� 2 X4sTvos�/G`o•c work shop �- %2'�0 A, cc1&,A Bdc.T.s Cv g""'Fa P T 2x Sacs Pc- p A U,/1g—,2" SRoAs Cd,v7. S Comic• BG/G /2';�/i.v • • • 2-,zr`J� �GO_r Ca.VT- /dX 20 Cv ve, du/ • • • 3--�`S.PaOs G'a.uT --- STAIR DETAIL TRANSVERSE SECTION coN l Lu W X CA W J uJ a 16JOIST INSTALLATION INFORMATION • TRUS JOIST CORPORATION 0 PERSONAL INJURY CAN RESULT FROM FAILURE TO FOLLOW THIS INFORMATION r d Z JOBSITE HANDLING JOBSITE STORAGE TilJOIST FLOOR DETAILS MICRO=LAM° L.V.L. HEADERS AND BEAMS s MICRO-LAM•L.V.L header FOR INSTALLATION STABILITY: WARNING ..' or TJI• Al AQ joist header Temporary strut lines(1x4 min,)e' (NOTE:BEARLENGTH IS EXTREMELY CRITICAL AND MUST BE CONSIDERED FOR EACH A �-- on center malt. Fasten DO NOT ALLOW WORKERS ON TJI• lasts must be completely installed (NOTE: ❑ ❑ I I I I I I I I _ � � al each joist with 2-13d JOISTS UNTIL ALL BLOCKING,RIM and properly nailed I I I I III I I NOTE: BRIDGING OR MID-SPAN :.� nails min- (See JOISTS,HANGERS AND 3. Temporary strut Imes of 1x4 I I TEMPORARY BRACING ARE minimum must be nailed to the BLOCKING NOT REQUIRED - b Reference Guide) COMPLETED IN ACCORDANCE WITH braced end wall or sheathed area ITEMS 1,2,and 3 BELOW as in 1 above and to each Inst at r� O Q C C ���^ improper concern for bracing dui the on-center spacing shown = " \ Without this bracing, buckling MICRO-LAM*Laminated Veneer Lumber (" construction can result in serious sideways or roll over is highly (L-VL.)headers and beams arra available ) r accidents. Under normal conditions if from Trus Joist stock dealerrs in seven probable under light construction 'ng ■LIFT IN VERTICAL ORIENWION. ) ' the following guidelines are observed, \ loads - like two workers and one depths.Each piece is 13/."thick and up to Ei0 C accidents will avoided. long. Two or more pieces cain be nailed or nn Lateral layer of unnared sheathing f1 r f be 1. A latl strength,like a braced end bolted together on itis lob site to forma y 4. Sheathing mull be totally attached 1 , ll or an existing deck,must be to each TJI•last before additional header or beam of the required thickness wall t tl established at the ends of the bay. i This can also be accomplished by a loads can be placed on the system. NOPE: 16"and 19e mem breams are to .- ' `. �-, 5. cantilevers require strut be used In multiple member units only. � _ ��� temporary or permar*nt deck e a bottom Q • Ends of • v' (sheathing)nailed to fife first 4 feet flanges both Ili top and b tt ■USE STICKERS ADEOUATE TO O �� � 181, 16 14 11/e 9/2 7/, 5/2 KEEP JOISTS ABIUVE GROUND \ , " , AND OUT OF MUG)AND WATER .�-` �� of lasts at the end of the bay g, The top flanges must remain �` \ 2. AM blocking, hangers and rim lotsts straight within a tolerance of 'h" ± \� at the end supports of the TJI• BEARING LENGTH REQUIREMENTS (APPROXIMATELYf t0' O.C). '• �•. \ from true aligrument � NAILING PATTERN FOR ■PROTECT (COVER)JOISTS FROM EXTENDED EXPOSURE `� = NOTE:TJI•JOISTS SHOULD BE PROTECTED FROM THE WEATHER. MULTIPLE PIECES SIMPLE SPAN J �\ TO SUN AND WATER. ` `` For Top Loaded Beams j31 Bi � Minimum of 2 rows 16d } -�. `• ` ' ` `:. � Table 1 See Table 1 ) nails @ 12'o c (See ) ( JI•joist blocking or MICRO=LAM• full depth 2x4 cripple @ 12 3 rows of Ifo.c.foor 14'; nava 11�� on each side required L V.L. beam. \ when supporting WEB STIFFENER REQUIREMENTS beams. Span 0 ■pr010 LIFTING IN THE FLAT ORIENWION. _ `\ load-bearing wall above. I Y2"knockout ` . For load-bearing Web stiffeners(see detail"K",page 6)are requued at holes at approx. 12"o.c. cantilever details intermediate supports where lasts are continuous span, See Reference Guide bearing width is less than 5'/4"and either span is greater then. TABLE 1 - MINIMUM BEARING LENGTH(81) LN >M For hole sizes and TJI•joist blocking 13'-8". for 9'/2"and1 IN" TJI•lasts @ 24"0 c NOTE:For side loaded multiple member AT END OF BEAM(inch") cc �� 17'-2" for 11/a TJI joists @ 19.2"o c beams,additional nailing or beolling may be locations see reverse side between joists throughout 19'-2" for 14"and 16"TJI•joists @ 24"o c required See Reference Guidle SPAN OF MICRO=LAM L.V. L.HEADER OR BEAM(ft.) cantilevered area. 24'-0" for 16"TJI•joists @ 19.2"o c ■ RE JOISTS IN VERTICAL ORIENTATION. ■DO NOT SiiORE FW. MICRO-LAM !lJ LI 1 L.V.L.DEPTH 6 8 10 12 14 16 18 20 22 24 26 L_.J FLOOR DETAILS 5K" 2" 1W' 'w" 'w" "y"" r — — — — A 1 A4 B 1 Load bearing wall above C D TJI•joist E For load bearing F ., 22 — — hanger 7 cantilever,see 2x-plane flush with 7Y4 3' 215 1 K 135 13§ 1 S4 -- ❑ (must stack over wall below) - Reference Guide inside face of wall or beam „ „ „ „ „ ■ WARNING: USE CAUTION WHEN BREAKING BANDS TO AVOID INJURY DUE TO TOPPLING JOISTS AND TJI•joist TJI• , �- •�"� �h 934 // 5 4"/, 3 215' 2' 135 115 115 — — — SPRINGING STEEL STRAPS blocking nm lois) 3 � 11 • 515 414" 4" 314" 3" 215" 2" 135" 114" 134" 0 NEVER LIFT TA JOISTS BY TOP FLANGE. �� ` 0 Il - closure. 14„ a a 622 5r. 4352' 4r2 3 32r ,Z 22 2" y- .�/ 1622 a a a 635" 6%1' 5„ 415" 4„ 3 22 322 234" a %•��� MCM-LAW • �'i' �j��"��-" LVL 18 a a a • 7„ 01"82, 515'• 522 42, � •,� beam TJI JOIST HOLE CHARTS � _ _ Jill � •! TJI•foist �� °'anile' A WORD ABOUT FLOOR PERFORMANCE ( joist �.�.:__.:, d d clocking Note:It the sides of the hanger do not r u TJI°joist C joist (see chart"A") (see chart"B") Note:It used with 14"or 16"joists, Backer for siding extend up to support the lop flange laterally, blocking. hanger. In addition to joist deflection,ti of several other tactors may must have minimum 2x6 bearing plate attachment. web stiffeners are required affect the performance OI the floor System. A give-rlaged floor system will perform better than a nailed floor. o p Q 0 El ❑ ❑ ❑ i( L Web sGlfener attachment AA Deflection of the sheathing material between the joists can Backer block H I Backer block ,� MICRO L V L - be reduced by increasing the thickness of sheathing or 0 G Filler Nail with 10.10d /�'� - block Nail with beam Filler nails — Small a Do not bevel, decreasing the spacing of the joist- Proper installation, J Nod with 10 toil nails / gap MMM Dm not block %. i - y�-- +_ cut joist beyond including adequate and level support for the joists, and Care , \-A 1'/,"hole can be cul If more than one hole is►0 be cut twit holes 10-10d nails anywhere in the web. If the web,the length s the uncut �\ Nail with `�% 2.. I ( ) inside face orf wall N1 fastening of the joists and sheathing are essential to the m 9 in cantilever web between holes must be twice the TJI•joist ��` 10 toil nails. System performance.where length of the longest dimension of hon Iger I . " •' In some cases where the system is stiff and very little � V J g g g y / 2-8d nails, dead load(i.e. partition walls,ceilings, furniture, etc.)exists, W Z ; ... NOTE:Rectangular holes based on the longest adjacent hole Holes may i. :'i' ---- measurement of longest side. be located vertically anywhere /.� ` �. clinch / vibrations may occur. Vibrations are generally sufficiently � Z within the web -'. -� C. 1Z dampened when a ceiling is directly attached to the bottom 2„ ? flange of the lasts. When the joists occur in a crawl space W / i or over an unfinished basement, the vibration can be Q Z TJI'Joists are manufactured with 1'/2"perforated"knockouts"m the web at approx. 12"o c ' ' -• - — Tight lit Solid block minirrlized by nailing a continuous 2x4(flat)perpendicular to � Q t Backer block TJI joist Framing all Web stiffener each side the joists' bottom flanges at mldspan and tying off to the V CHART A — ROUND HOLES hanger anchor posts from may be required(see Plywood web stiffener NOTE TJI•joisal blocking or metal or wood end walls. a required where (� above to bearing Note 4 above) See 9'/2and 11%a"' 3/4"x 2-5/16"minimum x-bracing required at bearing for a hanger load each side below detail"L"for attachment 14"and 16 1"x 2-5/16"minimum lateral support MINIMUM DISTANCE(d)FROM ANY SUPPORT TO HOLE exceeds 250 lbs ' ZZT1L0ZJvi ROUND HOLE SIZE RESIDENTIAL FLOOR SPAN CHARTS 2" 3" 4" 5" e" 6%" 7" a" 8f6" 9" 10" 11" 12" 13„ a MINIMUM C TRUS JOIST R Q3 (915 and 11/. Till'Joist only.) MENDED SP&N5 ,`�a ui LL~O J wQ .-.� LL '++ 915"TJI•/25 1'-0" 2'-0" 3'-O" 4'•0" 5'-0" 5'0' - - - - - - - - R IL NA G _ — • GENERAL NOTES FOR DETAILS ILIN(G OF SHEATHING ® _o to OCL 0 3 w tL 1/."'CDX plywoodm m O.C. TJI /25 T11 11%"T410/25 2'•0" 2'-6" T.O" 4'•0" 5'-0" 5'.0" 5'-0" 5'•6" e'0" — — — — — nrn last O C MINIMUM BEARING LENGTH TO!TOP FLANGE a Z�z°� IA" r " 4" ' r " 1t/."minimum bearing required al joist ends,3'/a minimum bearing al Z~O U CC O a ai 14"TJI•/35 2'.8" 3'B" 4'•0 4'-B" 5'•O" 5'-0" 5'-0" 5'•6" 6'•0" W-o" 6'•B" 7'-0" — — " Nailll CI058St O.C. to w c[N w w " " " + • + ' nlermediate supports b 18"TJI•/35 2'B" 3'B" 4'0 4'8" 5'O 5'0 fir 0" 5'B" 8'0" 8'0 B'B" 7'-0" 7'B" e'0" " +-7" - RIM JOISTS OR BLOCKING SIZe� S Cln Br row m _ ��Wa ��aJ =o w '-1 " -4" " 1. For single story applications and second floors of two story Sd bo)x 2' L) f-° -2 O O m �" " " 9" '- 7'- applications,use detail A1,A2,A3,A4,or A5 8d comrmon 2' The TJIe joists and MICRO=LAMB laminated veneer lumber a w ZUT 4 4, 24'' 13'-4- " " 2. For main floor rim of two story applications,use detail Al.A2,A4 t oil. 12d1 box 2" (L.V.L.) headers and beams specified in these plans are W be ec Q z Q O n o w Z CHART B — RECTANGULAR HOLES NOTE: Based un minimum code denection criteria of 0360 at live load. NOTE: Ba o)on LJ48U live load deflection. or A5 l Oil t 2d cmmmon 3" manufactured by TRUS JOIST CORPORATION of Boise, Y l"%.c Kee 'Trus Joist Recommended Spans" table at right. 3. Assumes oil PLF vertical load transfer for each layer of y." O Y O O J OC~O W For stifrer floors.p CDX plywood nm foist Idaho. The products have been designed in accordance with U LLy Z a a 3 v o MINIMUM DISTANCE(d)FROM ANY SUPPORT TO HOLE: 4. Web stiffeners (see devils K and L above)are required at intermediate 4. Assumes 2000 PLF vertical load transfer for each TJI•joist one or more of the following: GENERAL NOTES: supports where joists are cuntinuous span.bearing is less than 5 A',and either blocking panel or rim joist Maximum spacing Ot nagS15- RECTANGUtaR HOLE SIZE—LONGEST DIMENSION s an is realer than: plywood rim is used,bracing complying with cafe shag be JI O.C. for 915"and 11liar I. Span charts bayed on residen4al Hour load of 40 psf live and IU oaf dyad load. P B 5. When National Research Board Report Nos. 119, 126, and 200. 4" 5" 8" 8All 7" 8" 815" 9" 10 11" 12" 2. Span charts assume composite action with single layer of glue-nailed plywood 13'-g' for 91h' and I I'A'TJIz/25 joists at 24" u.c, carried to the foundation or TJI•joist solid blocking used fora TJI• jO1S1S P '+r 1iK"TJI•/25 4'-0" 5'•0" 5'-8" 6'0" decking fur asn,umion only, Spare shalt be reduced 5' where sheathing 17'-2- for I IrAi' TJI'al25 joists at 19.2" o.c. minimum of 4'at each end and at least 4'every 25'of length of 24" O c for 14"and 16" 4 — — — — — — — 19'-2' for 14" and 16-TJIa/35 joisu at 24" o.c. bearing wall an 11% TJI•/25 4'•0" 6'•0" 5'-B" 6'•0" 0'.0" 6'•6" B'•B" _ paucla arc aailcd only. TJI•)oasts Any trusses other than those specified are to t as he — � 1. Spans are based on clear distance between supports. 24'-0- for lb'TJIs/35 joists at 19.2' o.c. B. 2x --cripples for details A2 and B2 must be '/,a"longer than depth of joist Web stiffeners may also be required per Note 4, If more than 1 row of pals is used, alternate, and art: subject to review and approval of the Vi 14"TJI•/35 4'•6" 5'-0" 5'•B" B'•0" e'0 8'B" e'e" 7'•0" 6'-0" - -- under Residential Floor Span Charts the rows must be offset at least architect, owner, and tocol building official. Please refer to 2 16"TJI•/3b 4'•B" 5'-0" fi'-9" B'a' 61.o/1B'B" W-6" 7'-0" a'-o" 6'B" s'o" NON-LOAD BEARING CANTILEVER DETAILS TJI•joists may be cantilevered up to'/,the 7. Other /°"APA'a/z,rated sheathing may be used for rim fast in y2li the calculations and load tables included in NER Report No. adjacent span if not supporting concentrated lieu of 3i."CDX plywood 14 ga. staples may be substituted 119, which is on file at your local Trus Joist office and local V NOTE:The distances in the above charts are based on uniformly 2x-nailed to the side of the TJ14 joist with wood load at end of cantilever (In that situation, TJI•joists should be NAILING REQUIREMENTS for 8d nags if minimum penetration loaded joists supporting the maximum loads shown for any of the Of 1 Consult tables in Reference Guide.) protected from the weather 1• Nail joists at bearings with 2-8d nails(1 each side), 1'/2"minimum building department. tables listed in this reference guile For other load conditions, backer(see General Notes) gad through the TJI• from end to avoid splitting ' into the TJI•joist is contact your Trus Joist representative joist and backer into the 2x-with 2 rows toil Wads achieved at 6"o c and clinch 2.'Nail TJI'joist blocking or rim to bearing plate with Bid nails al 6" Contact TRUS JOIST CORPORATION at 1-800-338-0515 on center When used for shear transfer,nad to bearing plate with for your nearest dealer, or call the local regional office in DO NOT same nailing as the plywood shear schedule DO an on Nora+FLANGE u,���»u ��� ,ate _ TJI•fast blocking and 16TJI•nm joists,use 1 3. Nail Till'rim joist, r/,"CDX plywood rim,or plywood closure to Tampa, Florida at 1-800-782-8243 or 1-813-286-2665. (Uniform loads only) TJI•joist with 2.8d nails,one each at top and bottom flange With Cc 14 ry h 3v2,,min — f -__ - nails S S r (Uniform loads only) FILLER AND BACKER BLOCKS Q d : - 91/2"and 1t+/*" TJI•joist TJI•joist SECTION Filler block - 2x6 Wood backer blocking Backer block — V."plywood NOTE: This guide Is intended to be used for installation of TJI° joists and MICRO=LAM° L.V.L. headers y Adjacent span 1/2 adjacent 14"and 16"TJI•joist and beams. For sizing information and additional technical information, see the "Residential Products O I F -- "" (� 1'i,limes I 4'span max `i' Filler block - 2x8+ '/2"p►ywood Reference Guide." -I- Example 12'-0" span(max ) Backer block - 2 pieces'i2"plywood cantilever length Example 4'-0" TJ - KLS/LRG - 10 m JOB N0. 0014 DATE 5-2o-o2 DRAWN BY C.L. NEW ROOFING, SHINGLES PROVIDE NEW [BRICK TO MATCH EXISTING TO MATCH EXISTING OVER 15# FELT �� 12 r r. . rr',r�i'r 8 MATCH r . rr r r r r r r , , , r r , r rr r r , r r , , r r , , r r , r r r rr r r r r r r r , r r r r r r r r r r r EXIST. r' 3050 rr . . 5" 36'-0" 5„ Q r 00 r r EXISTING 3030LHr r 2nd F f? ' l i i i ��__ -' ------------------- ___�-_-----------------------_-__ _ XIS71N -------------------------------- I I I I I I I I I I r I I I I I SHOW O 0 I I I I I I I I I I I I I ILL, Q r' W JI--II II II u--U EXIST. EXIST. Q EXISTINIG EXISTING 3050 3050 EXISTING O (Y BAT p w� ii ICS- In z In 11 0 Q 110 Z T 1 :2 Q A� 1st F.F. Lu II 1 1 w Z J m REFRIG 10 Lu MASTER SUITE ; ; I— -A L 15'-0"X16'-0" I � O o' NEW ONT ELEVATION o } 0 o� 5G / LE: 1/411 = 11../7111 I I cn C D SC/ >- I 1 X z U 11w W � a II x IILd Q 00 1_I 1 � II } � V') � II z CLOSET W 0 1 ppTp,>X6,—�» I I = II 11 II C° i i EXISTING ATTIC SPACE 1� U ra ; I TO REMAIN II w 11 NEW ROOFING, SHINGLES—W z TO MATCH EXISTING OVER 15# FELT `4 -------------------------------------- ------------------- ------------------------------------------------------ j wa I i °n (2) NEW 5050 WINDOWS Z 'n z� i i a 1BRICK SILL AND O (D SoULDIER COURSE TO MATCH EXISTING II } MULTI-PURP05E RMJ i LIvINc3 AREA O 10'—0"-13'-0" i i 18'-8"X17'-4" PROVIDE NEW BRICK Z C) TO MATCH EXISTING I II II II I . 1 II I I II I I II I I EXIST. EXIST:. i {� 3050 3050 0 I I I I I - I I EXISTING 5050 1 1 L .1 :Z I -_-----------------2nd F.F. ------ ------_- --------___- -- - --- ----------------------- --- -- - - ------ --- --_-_ N W 2nd FLOOR PLAN ----------------------------------- --- _______-------------------- — -------_ SCALE: ------- __-- 1/411 � 11 -011 El El El ❑❑ 000 0000 0 - Ll Ll El El = Ll- El El F-1 Ll El Lj Ll Ll E:l F71 0000 [71 ElElEl cl'ry Of F t' 'rN% BEAN 1st F.F. F-171 � � 1=1Lj � LLl NEW 51F.) E ELEVATION 5GALE. 1/411 - 11 -/7111 SHEET No. 1 Q GENERAL DESIGN CRITERIA: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. Codes: Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. 2001 Florida Building Code, ASCE 7---98, ACI, RTIC, NDS, AWPA, APA„ (Latest addition). 11. All reinforcing details shall conform to Manual of Standard Practice foT detailing reinforced concrete structures ACI 315 (latest edition), unless detailed otherwise on the stTuctural Drawings. 12. All concrete work shall be in accordance with "the building code requirements for concrete". GENERAL NOTES: ACI 318 (latest edition), and "specifications for structural concrete for buildings" ACI 301. r } 1. It is the intent of the Designer that this work be in conformance with all requirements of the authorities �J having jurisdiction over this type of construction and occupancy. All contractors shall do their work ROOFING.- in OOFING.in conformance with all applicable codes and regulations. 1. Roofing shall comply with 2001 FBC Chapter 15. Q 2. The contractor shall verify all conditions and dimens2lons at the jolb site prior to commencing work. 2. Asphalt shingles shall be designed for wind zone of the structure. CIS 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, W sleeves, hangers, slab depressions, and pitches as may be required ito attach and accommodate other work. 3. Follow the manufacture's attachment schedule foT the wind zone of the structure. 4. These documents, as instruments of service are the property of the Designer and may not be used or reproduced with ASTM D 3161. O without expressed written consent of the Designer. 4. Asphalt shingles shall comply 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any MASONRY. ►-� similar situation elsewhere in the work except where a different detail is shown. 1. All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402. 6. The owner will provide contractor with a soil 's investigation reporit and analysis. All requirements for site preparation and soil compaction specified in the soil report shall be followed u-nless additional more stringent requirements are 2. Concrete masonry units shall be ASTMC90-75, hollow load-Bearing ConcTete Masonry Units, Type 1, � specified. Notify Designer if foundation conditions encountered di,f�feT from, soil exploration infoTmation made available Grade N-1, normal weight, with a minimum compressive strength caf 2000 psi (f'm=1350psi). to the contractor. W 3. Mortar shall conform to ASTMC270 and be of type M or S. u 7. It is the contractor's sole responsibility to determine erection pTace!duTe and sequence to insure the safety of the building 00 and its component parts during erection. 4. Horizontal masonry joint reinforcement shall be galvanized truss-t:ype with 6" lap at all splices and 8. Temporary bracing: placed at every other block course, maximum 16"o.c. Contractors shall be responsible for all temporary bracing that is required during construction to keep structure safe and plumb until the entire structure is in place. Bracing 5. Provide pre cast concrete lintels over all openings unless noted ath(erwise an drawings. shown on structural drawings is for the completed structure only. Lintels shall be of sufficient size and reinforcement for the given .span loading conditions. 9. Verify all dimensions prior to fabrication and construction. FRAMING: 10. Subsurface soil condition information is not available. Foundatioms are designed for a 2000 psf soil bearing capacity. 1. Chapter 23 of the 2001 FBC building code shall be used for all wooed framing, except as modified Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. by the plans and specifications. CONSTRUCTION NOTES; 2. All wood framing shall be fabricated and installed per ALTC and T'PI and National Design Specifications for Wood Construction. CONCRETE: 3. All framing anchors and connectors, noted on drawings by Simpson or equal. 1. All concrete shall have the following minimum, compressive stTengtlh, at 28 days: 4. All woad members exposed to weather OT in contact with masonry iconcret;e or soil shall be pressure-treated. --- slab On grade, footings- ----------f c=2500psi o remaining concrete--------------f'c=3000psiU-) m 5. Contractor shall provide all fastening devices necessary and suited for each; application. "T subjecthot-dipcv cV o 2. All concrete slabs on grade shall be thickness as indicated ori the drawings over minimum 6 mil. polyethylene (visqueen) vapor Fastening 7 to moisture shall be galvanized to ASTM1!53-80 N N barrier. Such slabs shall be reinforced with 6x6 W1.4 x 1.4 wwm hopped 8" at edges and ends in conformance with ASTM-A 185 or J LL Fibermesh Reinforcement with minimum 2" fiber length at 1LB/CY' complying with ASTM C 1116. 6. All metal connections and fabrications shall comply with A.I.S.C. s_pecificatians. LLi 0 o a 7. Solid block all joist and rafters at point of support. J 3. Fill under concrete slabs shall be clean sand ,free of debris and otlher deleterious material. Fall shall be compacted t .7 f X density of at least 95% of Modified Proctor Maximum Dry Density rASTMD1557). Fill shall be treated with termite > M poison before slab is placed. 8. Prefabricated structural trusses shall comply with NFPA National L7esign Specifications for p Z LL Woad Construction IPI Design Specifications for Metal Plate Connected Wood Trusses and AITC 100. 0� Q 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum • r D Density ASTMD1557 or a depth o at least two feet. 2') belo7w the bottom o the footing. 9. All trusses shall be designed and certified b Truss Manufacturer's,- registered Engineer. W Y � y ( ) f p f f ( f gy � SUN � c4 5. Where shown, cores of block masonry shall be filled with coarse grcout or pea 10. Contractor shall correlate with truss manufacturer to ensure adequcate bearing is provided at 3 00 gravel concrete with minimum compressive strength of 2500 psi at, 28 days. end reactions of all girder trusses. _ °D 6. Reinforcing steel shall be ASTMA-615 Grade 40 deformed new billett steel LO o conforming to ACI301, ACI315, ACI318 and CRSI Manual of Standard Practice, 11. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. Design notes to include the rated load capacity of the truss to truiss connectors, and manufacturer's license N (latest editions). g to fabricate trusses utilizing the connector system proposed. The �contractar shall approve fabrication and 0- 7. All continuous vertical and horizontal reinfOTcing steel in footings„ beams and installation drawings showing size, shape and layout. columns shalt be lap spliced a minimum of 36 bar diameters oT 24", whichever is greater. 12. Brace trusses during erection and permanent installation to campbly with TPI BWT-76. 4.44.1 8. The following minimum concrete cover shall be provided for reinfoiTcement: 3"------Concrete cast against and permanently exposed to eartft 13. All prefabTicated wood tTusses shall be securely fastened to their s3upporting walls or beam with ��� 2"--------Concrete exposed to earth or weather, #6 Bar and large [[4 r. hurricane clips Or anchors. r 2"---------Concrete exposed to earth or weather, #5 Bar and smalller. 1 1/2"--ConcTete not exposed to weather or in contact with eaTthi foT the primary Teinforcement, 14_ At volume ceiling conditions, align trusses to provide a smooth, ucnbroken interior wall surface from floor to ceiling. ties, stirrups, and spinals in beams and columns. l 9. Horizontal beam and footing bars shall be bent 25" around corneTS OT corner bars with 25" STEEL: I lap shall be provided. 1. Structural steel shall conform to AISC specifications for design andt fabrication and erection of structural steel for buildings, ,r (latest edition). a. Welded connections------------------------------------ AWSS' D1.1 CD b. Anchor bolts------------------------------------- AS7l'M A-307 C. Structural steel shapes, plates, etc, shall conform -------- - ASTM A-36 � � z -• O p u SHEET: BRICK VENEER WITH 1" AIR SPACE " 1Wf'JW STUD TABLE AND WALL TIES AT 16"oc. VERT. AND AT STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS 32" oc HORIZONTAL. CEILING No. 2 SPF No. 2 SYP No. 1 SYP T&G STURDI-FLOOR 1 WEEP HOLES 0 48"oc. DECKING NAILED AT 6"oo. Le c�TH MINIMUM 12- 160 Of I. ALL LAPS IN TOP PLATE OF BEARING WALL5 SHALL BE HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 GALV. FLASHING ON EDGES AND 12"oe. IN CUT CUT LENGTH SHALL BE 44" 16- .131" x 3" IN THIS A MINIMUM OF 4'-0" AND NAILED WITH 12- 160 COM r, THE FIELD, USE 6d RING LENGTH FOR 16" DEEP JOIST NAILS OR 16- 3'x .131" GUN NAILS. 8 ft. 1s"oc. z4"oc. is"oc. 2aoc. 16"oc. 24"oc. � 2x4 PT SILL w/ SST- SPH4 AT 32" OC. SHANK OR SCREW SHANK ZONE (TOTAL) DOUBLE PLATE (NAIL w/ " N .131" X 3" @ 1 6"OC. 2. ALL GABLE EN05 5HALL BE BALLOON FRAMED OR BR 8d COMMONS MAY ALSO BE ACED PER DETAIL. 1/2" x 10" A.B. AT 32" OC. USED. STAGGERED 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. w/ 2" x 2" x 1/8" WASHER 4' or GREATER 3.(AS NOTED)ON ALL ED6C-5 AND55HALL BE IL12"ac. INTERMEDIATE 10 rn MIN. SPLICE � 4" CONC. SLAB 2500psi w/ 1D ft. 16"oc. 24"oc. 16"oc. 24"oc. 16 oc. 24"oc. FIBERMESH OR 6 500psi 10 WWM CLEAR w/8d COM NAILS LATHI BLOCK ALL UN 7HEAR ALL EDGES WITH 2x4 FLATWISE BLOCKING. ��+HEARYIAI_L5 SPAN SHALL BE 15/32"GDX OR 7/16"058.(U.O.IN) 0 � 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. LU 4 4 • q;• BLOCKING OR SOLID (MIN. (3) 12" 4.STRAP HEADER STUDS TO DOUBLE TOP PILATE w/ - 2-- 2x_ TOP PLATE 5PH4/6 AT EACH END OF HEADER AND NL41L w/12- Toa w -I_I--III=III-III-,i- T� BLOCKS) NAILED w/ 4- .131" x 3" 24"oc. 24"oc. N 24 #5 CONT _2x_ STUDS NAILED TO EACH NAILS x I I/2 NAILS OR 12- .131°x 2 1/2°GUN NAIILS. 12 ft. N/A N/A /A U) 1a I. -� - III .III 5. HEADER STUDS AND HEADER CRIPPLES 51HOL)LD BE LH I I O 4 -:III -.III_-_III CLEAN, TREATED, COMPACTED FILL OTHER w/ .131" x 3" 0 6"oc• 2x_ STUDS NAILE=D TOGETHER AT 6"ac. IH/12d GUN WAILS(.131x 13 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. LH F I_I i STAGGERED 3") 5TAGGEREP. CLIP UNIT TO SHOE PLAtiTE WITH - 8" CMU STEMWALL w 1#4 VERTICAL END I- SPH4/6 CLIP AND NAIL WITH 12- IOd x' 1 1/2 HAILS GRAD / # LENGTH 4- .131" x 3" NAILS AT EACH 14 ft. N/A 16"oc. N/A 24"oc- N/A 24"oc. III AT 48" OC. AND ALL CORNERS, w/ Provide �nivaimttm 1" BLOCK N-O-N.) C3 end distance 6.ALL WINDOW AND DOOR COMPONENTS MU'5T BE DESIGNED 1' 12" HOOK AT SLAB AND 6" HOOK SST- SPH4/6 ® TO WITHSTAND THE DE51GN WIND LOADS. 15 ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. LU •• ., f" 10 AT FOOTING. NAIL w/ 11 - 10d COM TOP AND BOT'T'OM SST- SPH4/6 0 IN EACH END LENGTH TTP AND BOTTOM i- •' ( TOP AND BOTTOM ) 1. ALL CONNIECTOR5 ARE 51mp5Ur1 OR EG2UAL.(U.O.N) 16 ft. N/A 16"0c. N/A 12"oc. N/A 16"oc. (� = Simpson Strong-Tie ANCHOR BOLT WITHIN 12" OF t� J 1 _8 20" x 10" CONC. --- FOR TWO-STORY --- CS16 AT 32" OC CORNER 5. FOUNDATION DE516H 15 BA5EP ON MINIM H SOIL } FOOTING w/ 2#5's CONT. USE 22"x 10" FTG. BEARING CAPACITY OF 2,000 psf. NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND LL TYPICAL STEMWALL w/ BRIGK VENEER w/ 3 #5's CONT. CONSTRUCTED IN WIND LONE OF 120 MPH OR LESS AND MIN. YB'SHEATHING. LU NOTE:IF STEMWALL NlALL EXCEEDS 48"CONTACT ENGINEER TYPIGAI� 2-STORY BE7rWI=1~N FLOOR STRAPPING T U) OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. '---SPF STUD GRADE MAYBE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. SCALE: NTS z 2x4 PT SILL w/ SST- SPH4 AT 32" OC. LUa 1/2" x 10" A B. AT 32" OC. I " MANUFACTURER CONNECTOR NAIUNOG PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR o w/ 2" x 2" x 1/8" WASHER w HTf16 58'x 8' ANCHOR SIMPSON LTT20 10 16dICOh1NAILS 5/8"THREADED ROD WITH MIN.10"EMBEDMENT w T T► PIGAI� FRAMING OF GORNI=RS AND PLATE LAPS op 4" GONG SLAB 2500psi w/ BOTTOM OF SLAB L FIBERMESH OR 6x6-10/10 WWM INTERIOR BEARING FOOTING USE EPDXY ANCHOR HTT22 N/A 5/8"THREADED ROD WITH MIN.10"EMBEDMENT ONLY WITHIN SIMPSON HTT16 16 1601 COM NAILS f z 4" 1x' #5's CONTINOUS 6" OF EDGE CONCRETE. LTT20 112"xT'WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT U ��------- _ ;, I,r------ LU -11 1=11 - -_I' #5 CONT PLUMBING WASTE LINE TRUSS SIMPSON HTT22 32-16d]SINKERS LI1 . III LII III .. 1---1 I---11 1 CLEAN, TREATED, COMPACTED FILL N/A 718"THREADED ROD WITH MIN.15"EMBEDMENT II-III=III= 3-160 COM ® EA. SIMPSON PHDB 2 f%"�x 3"SDS SCREWS -) a 8" CMU STEMWALL w/ 1#4 VERTICAL LU GR [I'Il ;-' BLOCK (TYP.) o _ 1- AT 48" OC. AND ALL CORNERS, w/ �' '_:':; 12" HOOK AT SLAB AND 6" HOOK WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL (IfCL 1 .'•+`-.- 10" -3-120 COM (TYP.) EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT"OR APPROVED EQUAL AT FOOTING. 4" MIN BOTTOM OF SLAB 1 8„ -- f f T INFERIOR BEARING F00'CING 2x4 BLOCKING 24"oc. CONNECTION TYPICAL NAILING ALTFERNATE NAILING 1 ALTERNATE NAILING 2 LU 2p" x 10" CONC. FOR TWO-STORY 12" f z FOOTING w/ 2#5's CONT. USE 3 #5's CONT. -� -------T- --- „�#5's CONTINOUS „ „ w -"""""""' Lap in double plate 12- 16d common 16- 0.131 x 31/4 gun nails 20- 12d sinkers TYPICAL STEMWALL _ �] PLUMBING WASTE LINE -SHEARWALL - ■ NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER LOWER REBAR AND FOOTING 6"o.c. on edges and 12"O.c. in the field with $d common, 6"o..c.on edges and 12"o.c. in the field with 0.131°x 2112° 4"o.c. on edges and 8"O.C. in OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. IF NECESSARYS1/1/.5heanNall box, screw shank Or ring gun i nails the field with 0.099°x 2"gun nails = TYPICAL INTERIOR SHEARWAI�L TO TRU55 CONNECTION 3"o.c. on edges and 12" O.C. in the field with 8d common, 3"o..c. on edges and 12"O.C. In un nails 0 4" CONCRETE SLAB w/ �4 H 6x6. 10x10 WWM OR SW 3 -shearwall box screw shank or ring the flield with 0.131"x 2112" g W FIBERMESH REINF. T PLUMBING f'ENETRATINcG INTERIOR BEARING FOOTING a 1 ENC. &PART. ENC. • 1/2"or 7116" Roof 6"o.c. on all supports with 8d common, ring shank or scre 6"o..c. on all supports with 0.131"x 2112"smooth, ring or n z °Q a O SIMPSON PA 51 EMB. STRAP Sheathing, 120 MPH shank,4"O.G. edge nailing within 4'of roof edge and ridges annular shank gun nails,4"o.c. edge nailing within 4'of roof edge and ridges ~ 6 MIL VAPOR BARRIER OVER NOTE: w TREATED & COMPACTED FILL OPENINGS TO 5" GARAGE SLAB THICKENED EDGE s" (1) # 5's CONT. SPH4/6 OP WIDTH USE 1) STEMWALL n OPENINGS LESS THAN AND BOTTOM ° 36" SHALL USE (1) KING STEMWALL FOOTING - m & (1) CRIPPLE OPENINGS 5' To Simpson LSTA30 11 - 1Od common in each end (22 TOTAL) TYPICAL NON-)SEARING STEP FOOTING , C� � OPENINGS BETWEEN 7' WIDTH USE F36" - s'-D' (2) SPH4/6 TOP Simpson LSTA24 9- 10d common in each end (18 TOTAL) LLI SHALL USE (2) KING STUDS AND BOTTOM & (2) CRIPPLES. SPH4/6 AT 32" o.c. Simpson HTS30 10- 10d common in each end (20 TOTAL) 121- 1 Od x 1-112"NAILS EACH END (24 TOTAL) w (U.O.N.) NOTE: (TYPICAL) t2 IF OPENINGS EXCEEDS 8'-0" TYPICAL STRAPPING (LUNO) Simpson MSTA36 13- I Od common in each end (26 TOTAL) �4 O O I- REFER TO WALL SECTION FOR TYPICAL ANCHORS IN WIDTH SEE PLAN. NOTES: a r 1 5 CONT. ANCHOR BOLTS ° ° ° Sim son SPH4 12- 10d x 1-112"NAILS � # ATYEIBTHERLOCATED a Simpson H2.5A 10-8d common TOTAL 4" GONG. SLAB 25LO -10 0 PLATEOF INMUSTUBE' ° Simpson H16 (2) 10- 10d x 1 112 IN RAFTER; 10- 10d x 1 112 IN PLATE W CV z FIBERMESH OR 6x6-10/10 WWM CONT. BETWEEN #4 BENT INTO FOOTING AND BOLT AND KING THICKENED EDGE Simpson LTS12 5- 10d common in rafter and plates S- 11 Od x 1 112 nails in rafter and plates V 1 Cit d" w STUD O In ` ~ ANCHOR BOLTS #4 VERT. -TYPICAL- Simpson MTS12 7 - 100 common in rafter and plates 7-0.148"x 1 1/2" nails in rafter and plates 0 MUST BE WITHIN Simpson LTA1 12- 10d x 1112" ° 12" OF KING 1 #5 CONT. STUDS 0 GRADE')04" CLEAN, TREATED, COMPACTED FILL 1/2" x 10" Simpson 2 - 4"x 3"SDS screws ^ rr ~ W ANCHOR BOLTS r PLAGEMI=NT OE 51MP50N PA51 EMB. STRAP w :55 ;_:ti (T 32' ) 1\J Simpson HTT16 18- 16d common w � (TYPICAL) VV! Z Simpson HTT22 32- 16d sinkers W •--I TYPICAL FOUNDATION IN GARAGE � Q a TYPICAL HEADER STRAPPING MAXIMUM TRUSS UPLIFT OF I - r SPH4's @ 32"oc.TOP&BOTTOM= 865#'s ON TRUSSES SPACED SIMPSON MTS12 • N o SCALE: 3/8"= 1'-0" Q' a N 24"Dc. 2x--RAFTER SEE PLAN FOR SIZE AND SP U) MAXIMUM TRUSS UPLIFT OF z x 4 STUDS ® 16' o.c. SPHTs @ 16"oc.TOP&BOTTOM= U = No. 2 or Bt. SPF NAILED°AT EACH END WITH 1640#'s ON TRUSSES SPACED 7/16" OSB SHEATHING NAILED AS PER dp CLIP STUDS TOP AND BOTTOM (2).131'x 3"NAILS. 24"Oc. W/ SST- SPH4 0 32" o.c. LO z ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#s NAILING SCHEDULE 2 x 4 STUD ALIGN w/ RAFTER d- z 1/2" x 7" WEDGE ANCHORS ROOF SHINGLES OVER 15 FEL �T� O 0 32" o.c. SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. # �-I--I STRAP STUD TO DOUBLE SIMPSON MTS12 CLIP PLATE w/ SIMPSON MTS12 4" CONCRETE SLAB w/ SI EACH RAFTER 6x6, 10x10 WWM OR FIBERMESH REINF. (14 W 6 MIL VAPOR BARRIER OVER 2x4 BLACKING B1ETUJEEZ NOTE:%6"HARDI PANEL SHEATHING MAY BE SUBSTITUTED S' Y TREATED & COMPACTED FILL LOCKOUTS. FOR%6"OSB SHEATHING SPECIFIED WITH A Ubc.EDGEIr 4-1 VERHANG NOT EXCEED IS" NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6"oc. a SIMPSON H2.5A CLIP ON ALL EDGES AND SUPPORTS. <50' INT ILLI 4 4 0 • ° 1' AT EACH LOOKOUT NAIL RAFTER TO CEILING Lh 1=6 o 's-" °• 2x0 BLOCKING NAILLEI7 AT JOIST w/ 4 - 12D Com. (MIN) O (2) # 5's CONT. EACH END WITH(2)1.131' x 3" 8" 1'-4" 8" NAILS. J w NOTE. F 8 " WIDTH wOR 2-STORYCONDITION 3 #5's USE1 CONT. /�ooF SHEATHING Q OPTIONAL FfRAMING AT EXTENDED HURRICANE ANCHOR AT EACH TRUSS (/ v ( SEE SCHEDULE ) CLIP STUDS TO DBL. PLATE w/ SST-- SPH4 @ 32 c. w TYPICAL INTERIOR BEARING FOOTING CONVENTIONAL FRAMED GABLE - 00 kPA FTER x6 , FASCIA END WALL � D x4 BLOCKING x4 STP at 12"ac.sxT NDs RJ-4ANG NOT EXCEED 12" (2) 2x_ SYP DOUBLE TOP PLATE w/ 2 x _ STUDS C� 16" o.c. to 2 x 4 STUDS 0 16° o.c. S'-9"BACK MIN.FROM GABLE oENAIL w/.131° X 3 Y4° SST- SPH4/6 AT 32" OC. No. 2 or Bt. SPF EXTERIOR FACE. TO EACH NAILS at 12"oc. CORNICE DETAIL AS BEARING WALL � CEILING JOIST w/(2)ad NAILS~ CUP STUDS TOP AND BOTTOM ESOT.AIB STRAP at 4.5"oc.or q W/ SST-- SPH4 ® 32" o.c. 1=1LMG JOIST C 2x14 t Woc.NOT TO D „ z PER BUILDER'S SPECS '~ O 1 1/2" x 7" WEDGE ANCHORSOC_ II W O LJ ® 32° o.�. ExcEED 10'.m"HEIGHT. 2x_ SPF #2 STUDS AT 76 O 0 4" CONCRETE SLAB w IMP& I C616 or L6TA24 / STRAP at 48"oc.NAIL W/(a) (SEE STUD TABLE FOR SIZES6x6, 1000 WWM Q FIBERMESH REINF.OR IOd IN EACH END. �J ! m RYWALL CEILING OENAIL GABLE END WALL AND SPACING AT VARIOUS HEIGHTS) 7-� w f •• STUD TO DOUBLE TOP f _� z �^ FA LS WITH(3).131"x 3 y4" 7/2" x 10" ANCHOR BOLTS @ 32" o.C. U C u>� > 7/16" OSB SHEATFIING NAILED AS NOT w/ 2" x 2" x 1/8" WASHERS Ln (Y wry, y •4'• OUBLE TOP PLATE 8" 6 MIL VAPOR BARRIER OVER x 4 PT SILL ON SILLSEAL I] " f• TREATED & COMPACTED FILL LL YPICAL WALL 2} (2) # 5's CONT. ABLE END WALL STUD caN3T>aGT ION w/ SST- SPH4 @ 32" o.c.1' 6x6, 10xI0 WWM OR ~q g r Uj� ?- m m 1 -4" NOTE: FOR 2-STORY CONDITION O LL Q���O�O W USE -s" WIDTH w/ 3 #5's CONT. FIBERMESH REINFORCEMENT� 1�, (a �H D �� cj cjZD_3)SdNA1L8 T'1'PICAL FRAMING AT a CC)NVEN�'IONAL FLAMED GABLE .7 ._y. .•: 4F x4 BLOCKINGS 7 M Q Jl lLI N W NAILS 131"x 3" END WALL " Lu z IL n<z ALL MEMBERS SHALL BE SYP #5 CONT PERIMETER BAP, LU z o � ����z; 1"v • DUBLl=TOP PLATE 8" CMU STEMWALL w/ 1#4 VERTICAL a Q qj Uj_j Q Q 4 E- w AT 48 OC. AND ALL CORNERS, w �. tu O `�QN'tn �1 � W LIJ BLOCKING DETAIL / 1Q" � CLEAN COMPACTED FILL 12" HOOK AT SLAB AND 6" HOOK 20" x 10" CONC. 1 #5 CONT. 8" AT FOOTING. SI I L I= I co TYPICAL GABLE END BRACING-n LU FOOTING w/ 2 #5's CONT. ( 3#5's FOR TWO STORY) TYPIGAt_ THICKENED EDGE FOOTING NOTE:IF STEMWALL WALL EXCEEDS 48"CONTACT ENGINEER 1._8.. S- 1 Ld OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. z I"X I I r1k; -.)I i(-)VVL r� F Xl' I IN(-)' f X1-S-I I-N- ui 4x4 POST STINC: E>ATN w cf) r-ll,STER SUITE EXISTING; RI a er= 7 iii F- CLOSET I Xl';TING /\illCl '--,I'ACL • F() REMAIN 5HEARWALL5 NAILED AT ro"oc, ON EDGE5 AND 12"oc. IN INTERMEDIATE SUPPORTS t-lUL T I -FIJF�FOSE Rr-1.1 LIVINC; ASE WITH Bd COMMON NAILS. 5HEARWALL5 NAILED AT 3"oc. ON EDGES Cfl AND 12"oc, IN INTERMEDIATE SUPPORTS C") IT WITH Od COMMON NAILS. C)N tom. (D Lu NOTE: ALL LOAD BEARING HEADERS SPALL BE 111111111AIIIZIIIIZZZIAIZ� c) A MINIMUM OF (2) 2Xro No.2 or 5T SYP (U,ON.) U) 0,) a LL - x C) w m 0� -lLLl NEW SECOND FLOOfR >- -j Gi5; �,- -j z CZ) 2x6 R.AFTER0 at 24"oc. 0 -�r c� 2XIO RIDGE T U 00 LO LO < 0) c\I m 1,1[ w PR(-)Vl)l N1W P) MAi(:Il I XI')IIN(' TC) MAT(ll ( )V[ k, I ,, I 1 1 41,... ..... . M A I(,'I I ....... .... ....... Mkl&TIWG RIC0E 13EAM < .... .. ...... ..... ... ... El XI 1 . C2 2x6 CEILING JOISTS at 24110m NAILED Pill W/ -3 X4 "L5 AT EACH EN 0 rid uj -EF U FkST. Z)U50 U cn - ----------_j kl: IJ . SHEET: 5ECTION S �2 12-23-02 A 1008 tea DATE 10-1-01 301-AA0 VNla-Imo DRAWN BY HOV30 0I1NV11V 30 03 Ql AOadJV �.L. ---�-- .._ �- __ ______ -- ---- ---- __ _ ______ -_--__--__---___r t'w~d* �_ __�_. - -- -------�------------_- -__ __�--__ ____-__-�____--____ _- �___- -� ___--w___----_ _--- ____--_--__--_-______--_______--__ _____ ________ ___--___-___ - -___- -- --- I r � , \ ' LU i Joiow=joajn)9u6i wo Ie pp�dV'1lwJad Bulpilnt�e 10 ep q 6uip!!ng goeagopu0llVFq pal;ljan aq)snw � \r\ ��' \ EXISTING BUILDING sluawaj!nbai Bu!1l!waad lea-'pad pus awls '18001 - eigealldde ia410 Ile pus apoo 6ulpl!ng ep!Jold 4l!M soue!ldwoo 'spwjad to aouenssl 941 sol Ienoidde n1n1!19u03 lou scop lnq 'su01181n6aj )uawdolanap puel 10301 Jaytio pue uo!s!n!pgns 'Bu!uoz 'r� `•, \\ / ,\ \ owsoudde 41vA aauepdwoo sa!l!Jan lenojdde s!ql \ \ \ it / Lj luaw>JedaQ Bu!uo� pue 6uiuueld r \ \ \ 43eog o11ue11V 10 �1!� '\ .� ' \ e�sr 9 Uj LL EXISTING BUILDING \`, a LLJ `\ `\ NEW BUILDING ---- �� ; cl ADDITION / / I C3 1x lllili �. LOT 15 l lilill�l�ll C) , 510 C) \ LU % '\ \ LOT 14 �\ CL \ i \ CL LU LU \ \ � \ Fam \ \\ oo, , \ \ z �� GENERAL SITE PLS SCALE: N. T. S. SHEEF No. BRICK VENEER STRUCTURAL NIOTES STUD TABLE 1` AIR SPACE WOOD FRAMING SHALL COMPLY WI1H SEGTIDN 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS MINIMUM 12- 16d or 'r HE LATEST APPROVED ADPI-1 IDN OF 'rHE SBG CODE. CEILING Na.2 SPF No.2 SYP No.1 SYP 1/2' x 10" ANCHOR BOLTS 0 32' ox, eNo 16- .131" x 3" IN THIS HEIGHT �''?it4 2x6 2x4 2x6 2x4 2x6 1/8' WASHERS LEncTH ZONE (TOTAL) DOUBLE PLATE (NAIL w/ 2• AL L LAP5 IN TOP PLATE OF BEARING WALL5 SMALL BE r v LENT CUT LENGTHsIIALLaE44• A MINIMUM OF �4'-D" AND NAILED WITH 12- 1&1 COM cV 2 x 4 PT SILL ON SILLSEAL FOR 16'DEEP JOIST STAGGERED @ 16"oc. NAILS OR I6- 3"x .131" GUN NAILS. • 8 ft- 16"oc. 24"oc. 16"oe. 24"oc. 16"oc. 24"oc. w/ SST-- SPH4 O 32" o.c- 4' Or GREATER 3. ALL GABLE END5 SHALL BE BALLOON FRAMED OR It WEEP ROLES a 48'oc. 000 BRACED PER DETAIL. 9ft. 16"Oc_ 24"oc. 16"oc, 24"oc. 16"Oc. 24"oc. o, GALV. FLASHING IN LI c U sxs, 10x10 EIN OR '4. ALL SHEARVVALL5 5HAI_L BE NAILED AT 3 oc. OR 6" oc. q FIBERMESH REINFO CEMENT �i C5 CLEAR (A5 NOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE 14 fL 16"oa 24"ac- 16"ac. 24"ac. 16'oc. 24"ac. W sN'+`H BLACKING OR SOLID (MIN (3) 12" (n 2- 2x_ TOP PLATE w/ 8d GPM NAILS (U.O.N-) BLIDCK ALL UNSUPPORTED ' BLOCKS) NAILED w/ 4- .131" x 3" W "� NAILS E�DGE5 WI-rH 2x4 FLATV'115E E3ILOGICING. 5HEARHALL5 -� a SHALL BE 15/.32" CDx OR 7/16" 0513. (U.O.N.) 11 IL N/A 24"oc. N/A 24"oc. NIA za"oc. �_� GRADE 2x- STUDS NAILED TO EACH 6 MIL VAPOR BARRIER OVER OTHER w/ .131" x 3"" @ 6"ac. O TREATED AND COMPACTED FILL STAGGERED 2x- STUDS rl 5. STRAP HEADER 5TUD5 TO DOUBLE TOP PLATE w/ 24'oc. "-' 1U 4- .131" x 3" NAILS AT EACH SPH4/6 AT EACH END OF HEADER AND NAIL w/ !2- 10d 12 ft N/A N/A 24"oc. NIA 24'oC. 3 15's CONT. I: LENGTH BLOCK x 1 1/2 NAIL5 OR 12- .131"x 2 1/2" GUN NAILS. U 0 Z MIN. 25- LAP o CORNERS Provtde miramum 1• SST-- SPH4/8 ® 13 IL N/A 24"oc. N/A 24"oc. N/A 24"Oc. - 8" enddtslance TOP AND BOTTOM SST- SPH4/6 @ (a. HEADER STUDS AND HEADER cGRIPPLES SHOULD BE NAIL w/11-10d COM LLI T P AND BOTTOM NAILED TOGETFIER AT 6"or-. w/ 12d GUN NAILS ( .131x IN EACH END LENGTH ANCHOR BOLT WITHIN 12" OF 3") 5TA66ERED, CLIP UNIT TO SHOE PLATE WITH 16"0C. TOP AND BOTTOM 14 ft. N/A N/A 2a"Oc N/A 24"ac. 2 STORY CONDITION ( I Simpson Strorg-Tie CORNER I- SPH4/6 CLIP AND NAIL WITH 12- IOd x 1 1/2 NAIL5 L >O CS 16 A 1 32.00. (U.O.N.) W TYPICAL-MONOLITHIC FOOTING W/BRICK VENEER 15 IL N/A 16"0c. N/A 16"oc. N/A 24"oc. 1. ALL 1NINDOW AND DOOR COMPONENTS MUST BE DESIGNED w TO 4NITH5TAND THE DE51ON LOAD5 BASED O( A TDO MPH WIND ZONE. 16"m N/A 12"oc, N/A 16"Oc. (� m TYPICAL 2 STORY BETWEEIW FLOOR STRAPPING 16 IL N/A M SCALE: N T 5 e). ALL 6DNNECTOR5 ARE 5IMp5o/n OR EQUAL, N.D.N.) z0 NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25'AND CL 1/z' xx1D• ANCHOR SALTERS 3z' o.c. » G. FOUNDATION DESIGN 15 BASEP ON MINIMUM 501L 3 � 2 BEARING GAPAG I TY OF 2,OOC2 p5r, CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. Y8'SHEATHING. 0 2 x 4 PT SILL ON SILLSEAL , w w/ SST- SPH4 ® 32' ox. TYPICAL FRAMING OF CORNERS AND PLATE LAPS '-SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE m 10. 1 GT DIND O RI THIfD�f5 OF WOO MPH BGC1 STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS, aJ sxs, loxia WWM OR V FIBERMESH REINFORCEMENT o BOTTOM OF SLAB (� OFF,TRUSS , t a: 1-•MIN. ^ INTERIOR BEARING FOOTING MANUFACTURER CONNECTOR NAILIN(G PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR W O 6 MIL VAPOR BARRIER 0 _�- #5's CONTINOUS 3-16d COM @ EA. HTT16 5! xir WEDCEANCHOR 518"THREADED ROD WITH MIN.12"EMBEDMENT --) O TREATED AND COMPACTED LL 3 """• �"'• SIMPSON LTT20 10-1&11 COM NAILS BLOCK(TYP.) < PLUMBING WASTE LINE !? 1 8" USE EPDXY ANCHOR HTT22 N/A aONLY WITHIN SIMPSON HT) r16 18-16d1 COM NAILS FOR STEMWALL SEE SHEET S-2 �--� 2 #5's CONT. - 3-12d COM (fYP. 6'OF EDGE CONCRETE. LTT20 1n xr WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.7"EMBEDMENT J w MIN_ 25" LAP Q COR RSA 1'-¢" 2 STORY CONDITION, U 2x4 BLOCKING @ 24"OC. SIMPSON Irrr22 32-16d SINKERS pHDB NIA 718"THREADED ROD WITH MIN. 15"EMBEDMENT(MONOLITHIC) �-• W \ 16' mum & 3 d CONT. FOR STEMWALL SEE SHEET S-2 � SIMPSON PHDB U1 TYPICAL MONQLITHIC FOO"TING �r F SHEARWALL 24 +/•xx3•snsscllEws J z WEDGE ANCHORS SHALL BE'RAWL-STUD"OR'KWIK-BOLT'OR APPROVED EQUAL ' EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET'OR HILTI"HIT"OR APPROVED EQUAL W TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION • p= BRICK VENEER WITH 1" AIR SPACE CONNECTION TYPICAL NAILING ALTIERNATE NAILING 1 ALTERNATE NAILING 2 AND WALL TIES A7 16"oc. VERT_ AND AT U 32" oc HORIZONTAL. 4'MIN. BOTTOM OF SLAB WEEP HOLES 0 as"oc. ^^ INTERIOR BEARING FOOTING Lap in double plate 12. 16tl common 16-(0.131"x 3 114"gun nails 20- 12d sinkers • IX GALV. FLASHING •"-"•-_•„•""••'"___ ^�'•"'^^ ? 2x4 Pf SILL w/SST-SPM 12'�w SIMPSON PA 51 EMB.STRAP ��85'3 CONTINOUS 6"o.c. on edges and 12"o.c. in the field with 8d common, Fox. on edges and 12"o.c. in the field with 0.131"x 2112" 4"o.c. on edges and 8"o.c. in ted` O 112'x10'AB.AT32.00. - PLUMBING WASTE LINE SW-shearwall box, screw shank or ring gun Inails the field with 0.099"x 2"gun nails r w/z•x 2•x 1/8"WASHER GARAGE SLAB THICKENED EDGE " „ W LOWER REBAR AND FOOTING 3 ox.on edges and 12 o.c. in the field with 8d common, 3"o.(c.on edges and 12"o.c. in gun nails 4'CONIC.SLAB 2500151 n/ IF NECESSARY STEMWALL FIBERMESH OR 6x6-1 W10 WWM SW 3 -shearwall box screw shank or ringthe field with 0.131"x 2112" ^ � v �... W - ° STEMWALL FOOTING 112"or 7116" Roof 6"o.c.on all supports with 8d common, ring shank or screw 6"oz.on all supports with 0.131"x 2112"smooth, ring or 6"o.c.on all supports with 0.099"x 2"ring, screw or annular 11=III=u1 PLUMBING PENETRATING INITERIOR BEARING FOOTING Sheathing, 100 MPH shank,4"o.c. edge nailing with 4'of roof edge annullar shank gun nails,4"o.c.edge nailing within 4'of roof edge shank gun nails,4" O.C. edge nailing within 4'of roof edge CD W H - �I I�I. n n rr " " 112 or 7116 Roof "4 o.c. an edges and 6 o.c. in the field with 8d common, 4 o,cc.on edges and 6 a.c. inQ� CLEAN,TREATED,COMPACTED FILL Sheathing110 MPH Tin shank or screw shank the fiield with 0,131"x 2112" un nails JI F`I , I W 8"CMU STEMWALL w!1#4 VERTICAL FT- Cq GRAD 1 AT 48.OG.AND ALL GARNERS,w/ u e � _ 12'HOOK AT SLAB AND W HOOK OPENINGS TO 5'NOTE Sim Son SPH 12- 10d x -12" AILS �p 1 0' 1 U AT FOOTING. 5WIDTH USE Ha/fi TOP 1) q Simpson H5 8-8d common TOTAL CQ ---- AND BOTTOM Simpson H16 (2) 10- 10d x 1 112 IN RAFTER; 10- 10d x 1 112 IN PLATE z 20'x 10"CONC. OPENINGS 5' TO t DGE INTO FOOTING AND THICKENED Simpson LTS12 5- 10d common in rafter and plates 5- 1 Od x 1 112 nails in rafter and plates � C W FOOTING w/21I5's CONT. 7' WIDTH USE En ' (2) SPH4/6 TOP Simpson MTS12 7- 10d common in rafter and plates 7-0.148"x 11/2"nails in rafter and plates IM VERT,_TYPICAL_ \ --- FOR TWO STORY _-- AND BOTTOM Simpson LTA1 12- 10d x 1 1/2" 1173 Cb a U USE 22'x10- FTG. SPH4/6 AT 32" o.c. 1 q5 CONT. Simpson P 08 24-114"x 3 SDS screws 7 Gc, w/ 3 #5's CONT. NOTE: (TYPICAL) n n TYPICAL STRAAPING (U11N0) G g TYPICAL STEMWALL w/BRICK VENEER NOTES: A &0 /1 ANCHOR BOLTS � PLACEMENT OF SIMP50N PA51 EMe-STRAP Il1QGI_ �_ W •• w D MAY BE LOCATED (`-+_ AT EITHER SIDE OF U.1 PLATENMUSTUDSBET__ CONT. BETWEEN Simpson HTT22 32-16d sinkers BOLT AND KING Q 2x4 PT SILL wl SST-SPH4 AT 32'OC. STUD O 4" CONCRETE SLAB w/ SIMPSON MTS12 • (� m 112"x 10'A B.A7 3TOC. ANCHOR BOLTS 6x6, l Ox 10 WWM OR Cv r w/r x 2-x 1/8"WASHER MUST BE WITHIN u1 12" OF KING FIBERMESH REINF. u 4•CONIC.SLAB 2500ps1 w/ STUDS w^ 7 FIBERMESH OR 6x6-1D110 WWM 1/2• x lo' 4 ;+ ,a • , 2x_RAFTER SEE PLAN FOR SIZE AND SPACING �i�/ d ANCHOR BOLTS � AT 32" o.c. "'�j LO - - co (TYPICAL) 6 MIL VAPOR BARRIER OVER , W t TREATED & COMPACTED FILL� 7116' OSB SHEATHING NAILED AS PER to gI "I I t a (1) sg coNT. NAILING SCHEDULE 2 x 4 STUD 1 rr , TYPICAL HEADER STRAPPING N : p I I I I I rI CLEAN,TREATED,COMPACTED FILL O ALIGN w/ RAF-TER � _ _ ROOF SHINGLES OVER 1St/FELT 8"CMU STEMWALL w!1174 VERTICAL SCALE:3/8'=1'I'-0" TYPICAL NON-BEARING STEP FOOTING fe 1, GRAD r AT 48"OC.AND ALL CORNERS,w/ OSIMPSON MTS12 1rHC•OKATSLABANU6"HOOK AT EACH RAFTER CLIP STRAP STUD TO DOUBLE PLATE w/ SIMPSON MTS12 1 Q.. AT FOOTING. ❑ r w REFER TO WALL SECTION FORTYPNICAL ANCHORS U 20'x1O"cOrVC. 7/16"STRUCTURAL ROOF SHEATHING NAIL RAFT-ER TO CEILING Q FOOTING w/2#6s CONT. 1g5CONT J ° FOR TWO-STORY JOIST w/ 4 - 12D com. (MIN) N\� a 1 -8" usE 3 s'S corer. a•cant.sLAs255Dopsl w/ //S coNT or usE 1/z' 2x4 OUTRIGGER @ 48"oC. FIBERMESH OR WWM x 14" ANCHOR BOLTS �4, C7 _ a BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-25 OR EQUAL c2i TYPICAL STEMWALL 48"oC. \ Ci Uj D GIDE r r r n SIMPSON A35 @ HURRICANE ANCHOR AT EACH TRUSS }• ' 2x4 BARGE RAFTER CONT. ( SEE SCHEDULE ) CLIP STUDS TO DBL- PLATE w/ SST- SPH4 @ 32 c. 2x4 BLOCKING @ SHEATHING JOINT , LU GFLaDE CLEAN,TREATED,COMPAACTED FILL 4'FROM GABLE END SHINGLE STRIP Q W _ (2) 2x_ SYP DOUBLE TOP PLATE w/ 2 x _ STUDS @ 16" m ° - - °0 1 • 2x4 SCAB CONT.TOP TO FASCIA SST- SPH4/6 AT 32" OC. 0 O - }T, , d CLEAN COMPACTED FILL / TOP CHORD OF GABLE END TRUSS CORNICE DETAIL AS N BEARING WALL I I 0 r- O BOTTOM a ,N5 CONT. CHORD @ 8'FROM GABLE DROP 31/2 PER BUILDER'S SPEC M I = I ca CONT.2x4 SCAB FROM TOP TO 2x_SPF#2 STUDS AT 16 OC. ) a a `� TYPICAL FOUNDATION IN GARAGE � �, Ll Ir 3- 12d NAILS TYPICAL AT ._ _ W TYPICAL THICKENED EDGE FOOTING BOTTOM CHORD @ X-BRACING Lu rn X-BRACING (SEE STUD TABLE FOR SIZES m �� E (PROVIDE ADDITIONAL 2x4's @ 0 f _� Y 2x4 SCAB IF VERT.WEB IS VERTICAL IF HIGHER THAN 48", AND SPACING AT VARIOUS HEIGHTS) ri ] > 2! x 4 STUDS 0 16" ox. TO FORM AN"L"SHAPE.) ', UJ 2 x 4 STUDS ® 16' o.c. No. 2 or Bt. SPF NOT V LL Na. 2 yr Bt. SPF PRESENT TOE NAIL TRUSS TO DOUBLE 7/16" OSB SHEATHING NAILED AS NOTED w `` C:1 L5 ul CLIP STUDS TOP AND BOTTOM } CLIP STUDS TOP AND BOTTOM W/ SST- SPH4 32' o.c. " E CONT-2x4x8'#2 SYP LATERAL PLATE w/16d COM @ 8 oc. x m a W/ SST- SPH4 0 32" o.c. saw w �. :r, G w 1/2" x 7- WEDGE ANCHORS 4" CONC. SLAB 2500psi w/ „, / w. A ca a U B 32' ox. RACE 48 oc. 2x PT SILL w/ SST- SPH4/6 AT 32"OC. r 1 w FIBERMESH OR 6x6-10/10 WWM w� ..x zo L 1 32' o.c_WEDGE ANCHORS ® CONCRETE SLAB w/ BOTTOM CHORD OF GABLE FT"r v1 Q L7 oO 4- CONCRETE SLAB w/ 6x6@ , 2 b N'_UUI 's ft.T11 H • FIBERIOxIO MESH REM OR 2x4 BLOCKING 48"oc. E;�'i r'-w c-1 END TRUSS C4 E-j_x 6x6. 10x10 WWM OR o FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER BETWEEN GABLE AND FIRST 1/2" x 10"A.B. AT 32"OC- ` ' F �1aE.x'4rn14 W TREATED & COMPACTED FILL TRUSS. 2-2x4 TOP PLATE w/ 2" x 2" x 1/8"WASHER .' C.tI oT ,1:1�:l::ii' I �'11111 W r x w w ��' to 4" 4 r �'' `°'a•' + V. + °' x°qa-•� F 4 If a , * +,. . . , ,.:A. ,. 4 - 1. SIMPSON LSTA 24 @ 48"oc. �w �rx1� U) - °" • a• 8" CMU STEMWALL w/ 1t#4 VERTICAL W r4 x R • ' r�- 8" 6 MIL VAPOR BARRIER OVER " A W 1 A -'' 2x4 STUDS @ 16 oc. E-, �T I�A F • I. ••'•� TREATED & COMPACTED FILL W (2) 1 5's CONT. 2x4 X-BRACE @ 8'-0"oc. AT 48" OC. AND ALL CORNERS, w/ O in cT m.. w� (2) iY 5"s CONT. 8.. 1.-4.. $., v �.3 M Ea W w NOTE: FOR 2-STORY CONDITION -d 0~14 A to a a. s USE 1'-8' WIDTH w/ 3 15's CONT. ALL MEMBERS SHALL BE SYP 12" HOOK AT SLAB AND 6" HOOK 2-STORY FOOTING --- r 1'--4" NOTE: FOR 2-STORY CONDfTION a " , wUSE I' 6" WIDTH w/ 3 #5's CONT. TYPICAL GABLE END(X BRACING) AT FOOTING. 110o 20 x 10 CONIC- - ao" FOOTING w/ 3#5's CONT. `�1 ["I " TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTERIOR BEARING(FOOTING TYPICAL WALL SECTION 20" x 10 CONIC. CLiK (PDSCALE; 1'-8" FOOTING w/ 21#5's CONT. r F F {' L �? 2� l.L e�L>`l�vice\ 4 n 10'-9" SHEARWALL.S NAILED AT (o"oc. ON EDGES _ ' %,'/// !/j' /,/, /j' ': ,,'• _-- - -_- .Y AND 12"ac. IN INTERMEDIATE Sl1PPORT5 WITH 5d COMMON NAILS. 5 rXXIELS at 400 / I PITCH CUT RAISED BEAM 5HEARWALLS NAILED AT 3 oc. ON EDCnES AND 12"oc. IN INTERMEDIATE SUPPORTS K' EI�X� 411 INTO 2) STUDS w/ H1TI& at SILL EXISTRJG SLAB AND / /ij i '' I I WITH Sd COMMON NALL5. EMBED 12" INTO NEW '' ; %//,; ,�'% ; ;,'.; NEW R,AI DBE (2) HT8W at DBL. PL. -----�-� %/, ,, (2) 1 N4u x I1 Y41 LVL III �C 1,, /% /i';/j/ii/'//�,' i' III NOTE., ALL LOAD BEARING HEADERS SHALL BE 12"w x 20"d MONO. �,/�,/j;,,,�;'j�, ' I A MINIMUM OF (2) 2X 7 No.2 or BT 5YP (U,ON.) Lu FTG. i; !%// 2) STUDS w/ HTTIb at SILL Iw/ (2) '5 a CONT. /j (2) HTS3m at DSL. PL. PROVIDE NEW 2'._0„X6,-Q„ 0 F` ' •',%,•,j •/i '%' ' j,';, III SKYLIGHT IN BATHROOMLu NEW 3068 POCKET DOOR 000 00 rti I / 00 10 cn 00 ooNE3T[4 jj/ rrr FW yox `1 x 00 00 10 , / /��� ool (2) STUDS w/ HTTIb at SILL �j/ ''/;/� I (2) HTS3ra at D5L. PL. �C � NEW RAISED BE ' •• % � .;�j -// ' ONO �z . FTG. w/ BRICK // CLOG ( SEE DETAIL 2) STUDS w/ WTT1b at SILL ON SHEET S-1) i j'i,' i /, "%j/,/ / // / I (2) NT830 at DBL. PL. // ,j + • 10 FOUNDATION FLAN 5�4E ARWAL L LXrOUT, CDCD CV i` � CV N .r. cl) J cv) Li. x X [Y W ILL � J _.J Z CD --- -- 0 JOIST ( SST- LU26-2) ------ - U CO SII Lo00 CD ( Ixb CEILING JOISTS at 24"oc. I I CV ( HANG INTO NEW RAISED BEAM I AS REQUIRED w/ SST- LU260 II 2x.6 RAFTERS at 24"oc. IL � u III xb CEILING JOISTS at 24 oc. I VE OVERHANG PROM EXISTING III ROOF AND HANG MEMBERS INTO NEW RAISED BEAMS WITH SST- �U2b PROVIDE NEW 2'-0 X6'—O" — SKYLIGHT IN BATHROOM III NEW 3068 POCKET DOOR J — -- I II xb CEILING JOISTS at 2411oc, O III ( HANG INTO NEW RAISED BEAM I A8 REQUIRED W/ 88T- LU26) �Q I I OVERFRAME EXISTING ROOF AS REQUIRED OUBLE JOIST ( SST- LU2b-2) l JOB NO. 12'-B" 27'_10" 3'--6" 1008 DATE 10-1-01 DRAWN BY C.L. NEW CEDAR EXTERIOR 5'-4" 5'w4" 6'-0" TYPICAL R SHEATHING / NEW 30"X6'-0" NEW 30"X6'-0" A�2 co to EXISTING ROOF STRUCTURE to BEDROOM ADDITION � 145 S.F. o I BEDROOM / zI z 0a. P 0 -- N U) ( r 0 4068 BIFVLD I N D EXISTING BULDIN� ao " NEW CLOSET PROVIDE NEW 2'-0"X6'--0" oa W SKYLIGHT IN EXISTING 2 12 o BATHROOMA-1 N BATH / CJ 8 (MATCH EXISTING) I EXISTING NEW CLOSET IL X tE 4068 BIFOLD O O in N C4 Ir W NEW ROOFING MATERIAL PROVIDE NEW LAV IN NEW ROOF STRUCTURE TO MATCH EXISTING EXISTING BATHROOM I 0 v po0 to BEDROOM ADDITION 114 S.F. of BEDROOM VERIFY EAVE ` 1 cr I I 0 W LL HEIGHT TO EXISTING NEW NEW NEW BRICK VINEER H MATCH 0 6030 6030 TO MATCH EXISTING I w an 11 Hill EXISTING a EXISTINGNEW ADDITION NEW CEDAR EXTERIOR ;� a BD. OVER SHEATHING �I U z X O a NEW BRICK VINEER a 1 10'-0" FRONT AND WRAP 12" w" ON SIDE o J NEW SIDE ELEVATION z SCALE: ljf= T-0" _ cn in W U a EXISTING PORCH O W a O a a � 10'-g" ui uu EXISTING I r. 3 I. 12 (NEW RIDGE) "I 234± S.F. TOTAL ADDITION FLOOR PLAN 8 (MATCH EXISTING) I Q NEW ROOF STRUCTURE SHAM BE CONVENTUALLY FRAMED 'J ; . . SCALE: 1/4" - T-0 NEWNEW ROOFING MATERIAL ROOF I TO MATCH EXISTING N EXISTING BUILDING NEW BRICK VENEER I I. O TO MATCH EXISTING I V.. 4" CONC. SLAB W 60X6*Xl.4Xl.4 W.W. . Lu (2) #5's CONT'S. AROUND •. _ Z. .. _ . THICKENED EDGE VERIFY EAVE I . HEIGHT TO I• • . . • .�.:..�, - • - `"•� � H MATCH EXISTING I. 0 � EXISTING EXISTING . io'-a' • . . • �. . . .� ao - 6 MIL PLOYETHELNE MEMBRANE BARRIER NEW ADDITION , :� CONCRETE POURED ON Cr. COMPACTED FILL 4- 8" J NEW 12"X8" THICKENED EDGE EXACT FOOTINQ�E5 TO FSE _VERLBEQ_5-Y ENGINE SHEET No. W/ (2) #5's CONT'S., TYP. ALL CONCRETE SHALL BE MIN. 3000 lasi NEW FRONT ELEVATION 1 NEW 4" CONC. SLAB FOUNDATION PLAN SLAB DETAIL 3 a„ 1/r T ff W/ 6"X6"X1.4X1.4 W.W.M.--- " s if SCALE: 1" = T-�^ " A � � A SCALE. - -0 Awl VbER COMPACTED FILL. SCALE. 1/4 1 -0 1 V JOB NO. 1008 DATE 10-1-01 DRAWN BY C.L. NEW 30"X6'--O" NEW 30"X6'—O" I I BRANCH OFF EXISTING HVAC DUCT FOR ADDITIONAL DIFFUSER ' W RELOCATE CEILING FAN C) I —TO CENTER OF ROOM 0 co 1 CONNECT TO RECONNECT TO z I POWER PANEL ( EXISTING SWITCH III W Q 0II BEDROOM SII EXISTINGBULDING •••• NEW CLOSET r u _ 0 Lu ILL I NEW LOSET L _ _ BATH J o w a 12 IIw To MATCH CONVENTUAL FRAMING I BEDROOM 0 = ot e ASPHALT SHINGLES ON I I z 0 BUILDING PAPER ON v I I 7/16 OSB SHEATHING BATT INSUL / I I r --`~RECONNECT TO O LL ♦ ♦ MATCH EXISTINGR-30 AT FIAT co EXISTING SWITCH © U R-19 AT KNEE• J FASCIA SUB WALLS h VAULTSo, I I ELOCATE CEILING FAN 3 TO CENTER OF ROOM w z DRIP ��� 1/2* CEIWNG BOARD `� o I I 0 W c BRANCH OFF EXISTING HVAC = Y 1 x 2 DUCT FOR ADDITIONAL DIFFUSER 0 DRIP BD. �COUSLE 2X4 P.T. TOP FAS6ACIPLATE TYPICAL ° W a SOFFIT WITH 0 CIRCULAR SCREENED VENT d EXTERIOR 2X4 WOOD STUDS 1/2" GYPSUM BD. Lu W/ R--13 INSULATION NEW CEDAR BOARD OVER SHEATHING EXISTING PORCH W LEGEND = SINGLE 2X4 P.T. CONTROL SWITCH BASE PLATE TYPICAL 4" CO)NC. SLAB W 6"X6"X1,4X1.4 W.W.M. DUPLEX OUTLET (2) #5 CONT AROUND DATA LINE THICKENED EDGE v TELEPHONE LINE CEILING FAN ` 6 MIL PLOYETHELNE 2'X2' HVAC DIFFUSER MEMBRANE BARRIER NEW LIGHTING FIXTURE CONCRETE POURED ON 8" 4" COMPACTED FILL EXACT FOOTING SIZE OBE VERIFIED BY EENGINEER EXTERIOR WALL SECTIONri ELECTRICAL PLAN SCALE: N.T.S. p►- SCALE: 1/4" ; T-0" SHEET No. N"2