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HomeMy WebLinkAbout10141701.pdf621543 1co P ti . % n I V w (40- IQ FLOOR NOTES •:. X 321# 1 P.0 FIBER GLASS WITH SHOWER -OVER MIRROR Oa SPECS FOR s 3- TILE ON BATH ar," 4- LIGHT ON BATH SHALL BE FLOURESENT 5PROVIDE SMOCK DETECTORS AS REQUIRED (2) HARD WIRED . D 6— s STUDWALL 7- SHATTER RESISTENT ENCLOUSURE FULLY TEMPERED ♦. BATHROOMS WATER r. CONPARMETEN LANDRYROOMS SIMILAR ROOMS SHALL HAVE AN OPENABLE WINDOW AREA OF NOT LESS THAN 1/20 TN OF THE FLOOR AREAS 9 WATER R PROOF -GROUND r FAULT INSULATED CAPABLE12-EXHAUST FAN CONNECTIONS 13- CONCRETE PLATFORM AT WATER HEATER (NON RIGID WATER E STRAPPED FOR LATERAL SUPPORT(18$$ 14--P.T. RELIEF VALVE (WAITING 605 OF FINISH GRADE) 50 GALLONS QUICK RECOVERY WATER HEATER PROVIDE A NOTE ON THE PLANS: IN SHOWERS AND TUB - SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. UPC SECTION420. 0. ENERGY CONSERVATION CLOTH BACKED DUCT TAPE IS NO LONGER PERMITTED TO BE USED AS THE SOLE CONNECTION FOR MECHANICAL DUCTING. " NOTE ON THE PLANS" THAT DUCT TAPE, AS A MINIMUM, MEETING THE REQUIREMENTS OF UL 181 , 181 A, OR 181 B , SHALL BE USED OR ADDITIONAL DUCT ATTACHMENT DEVICES SUCH AS TIE WRAPS OR MASTIC WILL BE REQUIRED FOR INSTALLING MECHANICAL DUCTING. DETAIL OR NOTE ON THE PLANS : " THE RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BE FULLY DUCTED FROM THE EQUIPMENT TO THE CONDITIONED SPACE. DROP CEILINGS, WALL CAVITIES AND EQUIPMENT PLATFORMS MAY NOT BE USED AS. PLENUMS." SEE NOTE ON FLOOR PLAN. MISCELLANEOUS T E FOLLOWING NOTE, MUST BE ON THE FOUNDATION PLAN OR RUCTURAL NOTES: " FASTENERS FOR PRESSURE - PRSERVATIVE TREATED WOOD SHALL BE OF .HOT -DIPPED ZINC COATED GALVANIZED, < PER UBC SECTION 2304. 3 _" CITY POLICY. CALIFORNIA BUILDING CODE ( TILE 24) WHICH ADOPTS THE 2001 UBC, 2000 UMC, 2000 UPC AND THE 1999 NEC. _. . GENERAL RESIDENTIAL REQUIREMENTS GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN ACCORDANCE WITH SECTION 2406.4 ( SEE EXCEPTIONS ) A) FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 - INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. " SHOW TEMPERED GLASS FOR THE, WINDOW NEXT TO THE FRONT DOOR " NOTE ON THE PLANS: i4 ATTIC VENTILATION OPENINGS SHALL BE COVERED WHIT CORROSION - RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4 -INCH IN DIMENSION." SECTION 1505. 3. FOUNDATION REQUIREMENTS NOTE ON PLANS THAT SURFACE WATER WILL DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE PATTERN. SECTION 1804.7. ELECTRICAL ( NATIONAL ELECTRICAL CODE) PER NEC ART. 210 -11 ( C ) 3, NOTE ON THE PLANS THAT BATHROOM CIRCUITING SHALL BE EITHER: A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM, OR B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYINGONLY BATHROOM RECEPTACLE OUTTLETS. ALL BEDROOM BRANCH CIRCUITS NOW REQUIRE ARC FAULT PROTECTION. NOTE CLEARLY ON THE PLANS THAT "BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED." NEC ART. 210 -12 (8 ) FOR A SINGLE - FAMILY DWELLING UNIT ( AND FOR EACH UNIT OF A DUPLEX), SHOW THAT AT LEAST ONE RECEPTACLE AUTLET ACCESSIBLE AT GRADE LEVEL WILL BE INSTALLED OUTDOORS AT THE FRONT AND RACK OF THE DWELLING , NEC ART, 210 - 52 ( E ). THIS RECEPTACLE MUST BE GFCI PROTECTED. PLUMBING ( UNIFORM PLUMBING CODE) IN SEISMIC ZONES 3 AND 4, SHOW THAT WATER HEATER IS ADEQUATELY BRACED TO RESIST SEISMIC FORCES. PROVIDE TWO STRAPS. ( ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK ). UPC, SECTION 510, 5. ( REVISE NOTE 15 ON SHEET 2. ) 04 vt t s f. Lo cvomwm Cie) • , Co 0 rl +n'; co •0 r; Lo +l U. DATE 1,0 a ) — SCALE 0 DRAWN BY G JOB NO. SHEET IDE. BLUEPRINT - RIVERSIDE, CALIF. OF SHEETS 11 f jm CN Q co cr) �r s. Lo ') M •J ONWAN o ,M 0 ,r c o as l,;i DATE ¢ SCALE:. g rt k DRAWN BY JOB NO. SHEET OF , SHEETS 621543 rm I lm FO* -z t� 4 X llA�SEE DET41L F 5, H I Fl G LE: r I A Cc VA, I C C 1 7 JS E Iz;7'J' "I _c 0 Y-1 A-[ c H 2 H 11 . ............... SECTION NOTES CALIFORNIA FRAMING 10 RIDGE 2-1/2 " CDX PLYWOOD SHEATING WITH 8d NAILS @6)vO/c AND 12"FIELD 3- 2X6 R.R @ 1611 O/C 4- 2X6 C-JOIST @ 1611f 01C, 5- 2X6 FRIEZE BLOCK EDGES AND 1611 O/C FIELD 6- DOUBLE 2X4 CONTINUOUS TOP PLATE 7- 2X4 BLOCK AT MID -HEIGHT 8-2X4 STUDS AT 1611 O/C 9- INSULATION R-30 FOR CEILING 10-INSULATION R-13 FOR ALL INTERIOR WALLS 11-1/211 DRYWALL TYPE ##Xol FROM FLOOR TO CEILING 12- 2X4 P.T.D.F. MUD SILL 13- 2X8 FASCIA 14-7/ 8" STUCCO WITH 2 LAYERS OF GRADE D " PAPER WHERE PLASTERING IS APPLIED OVER WOODEN SHEATHING 15- 2X4 COLLAR TIES@ 411- Off O/C 16-2X4 BRACES J& 91 Z A LE'-V T'IiJ 2 4 G, r,\ fq D LOU'V A71(: VC,,IIT'C, It It ACCESS 2L4,X-30 A&, Alpmma-mi- _AL w AP 4EL a Wft Ilk ff X RIVERSIDE BLUEPRINT RIVERSIDE, CALIF. A .1w "Code" where referred to • herein refers to O.B.0 building Code 199$ Edition. , Roof sheathing . to be /2" Ci�X plywood or C�SB (INDEX 24./0) with , $d common nail O.•ts 6" 4 C in .boundar > �7; Ali work shaft •conform to the requirements of the code. . . Y •, . t Alt Imaterid#s and workmanshipL1a1L confarrn to the drawing and specifications. 6" A,C. in all other edges; The contractor shall be responsible for the safety of the building during �'" (?.C, in intermediated €field}, aI I.. " construction. and shall provide` adequate sharing, bracing and guide during 2. Floor sheathing to be 5/8" . T G plywood. or (INDEX 32/16} •� ` construction. Safety and brocirng, requirements shall be in aEccordance with all with 4d camrnon ndi! at: '' U.C. in boundary, Nativnaf State and Locgl safaty'•ordinances. 6" A.C. in all •other: edges,• . The contractor 'shall be responsible for coordinating the work of Sit trades and 10" O.C.Jn intermediated {field}, . shall check all dimensions. • 3. Wood diaphragm t,6 be Inspected and approved by. Building :6� - See mechanical, plumbing and electrical drawing for size and location of all Department prior to covering. . ' . . openings required for ducts, pipes and for all pipe sleeves, electrical conduits 4,. See detail 5/S•--1 for typical wall sheathing detail.* h I i •dt d in STUDS MAX. UNSUPPORTED HEIGHT* BEAR WALL N-ON BAR O WALL ' '9 1 03-of9 9-099 14 9� 2 X 6 0 -16 � 99 " 14_D 9 JS 20- o ♦ - I /_ I .16d S.N. - > isd S., A • D,l�ia> . ef V, . 2X STUDS @__�\ 16'O,C; , ,. 11, 1, , 1. 11 .1 i- ; I P - I 1. 1 I.- .0 . - _ ------- a2,,­11,"."N.P,j,.1 1. , . - . - - I . I , \1. . . .. ld^o * I I . I I F1 - - - V - - - . - I I ' I I- L_ "?X ELK°G,1. X F',.3,M SEE PLAN and other sterns to ve embedded In concrete of of erw se ncorpor• a structural work. . ' 5, See detail 4/S•�•1 f©r typical; diaphrogn't detail and notes. Indicated by 0 * MAX, DISTANCE X F,J, . • BETWEEN FLOOR & ROOF. . . 7: In all cases where "a conflict may occur, such as between items covered in 6. 7. See detail on framing pion for shear wall l I a full height of the walls. See shear wall denote lull. tenth d 9� TABL.F 23 �•- IV-�' B* . . 41, Ol/ . speciflcrtoi�s ones notes on the drawings ar between genera$ notes and specific 8. Structural observation , will. be performed 'when required by the Building Official. �X , STUDS � �6'O,C, U,N,O, SPLICE AT •LON ER PLATE. ?gwi.6d EA, . . details, fine Architect shall be notified and he will interpret the intenfi of the 9. A oerti:�icate of compliance will. be provided for the laminated beams. TYP, 2-16d ��. 16d a 1.6aa,C; SIDE OF 3.6of � SPL.ICE . contract dacumerlts. 8. Where construction ..materials are tem oraril stored on roof or floor framin , 1 , a - The• max. depth- of notching shall nest exceed 1 /6 the depth of the member, 9 't�"O,C, NOTE, SIDE OF . SPLICE /-: . th1.e shall be distributed so that the load does not exceed the design live load. Y. and shalt not be located #n• the middle 1/3 of the span. .,SEE PLAN FQR LOCATION _P ­ - -_ -_ -_ ____ . . . . of the span. OF PLYWOOD SHL`ATN'a d th f t hi U. II t ed 1 /4 the depth ai end of spans. #3X 3'4 0 24" O,C. SMOOTH DO•WCLS 1 1/4" DEPTH •1 QUICK JOIST t WAY MAX, (GRO .� i 4 4u TYP,' !t►DID l�I 11. The rnax. ep o no c ng, s a na exoe . 12. Provide solid 2x •blacking •under partitions perpendlculdr to floor joist • 1.6d @ 12' � J.0 M-~°-••-•���``�•�..w 1. .All hori2on`tol load cars 'in members and posts to be Douglas Fir Larch north.bearingpartitions D.C. ����z C Y 9 13,. Provide double joist under 'parallel p • . a. 2x grade No. 2 'typical U.N.d. ' 14. Roof sheathing requires nailing inspectlon before covered.5. . /_ - b. 4x, 6x grade No, typical U.N.C1. 15. I•loldown shell be tight before covered plywood sheathing.'c. ost rade NO. I t ical U.N.U. 16. 2•--layer #15 black paper .covered plywoodsheathing for shear wall.yp NO?�� 'SEE NrTE lN'gUNDATIq, (: ) P g 1? Stucco tath8 dr all shaft b� nailed to all studs 8c to top bottom PL. WHERE SAND & VISQUEEN APPLY,. z ,r_ 2x 4 KEY CONT. : ARCH'L, MAY . yy� 2. Studs, plates, sills and backing to be grade 2 Douglas Fir or better. 18, roof plywd shall• be bond w/ INT. & EXT. glue 8e be of EXT, type where . PROVIDE STUD BELOW SLAB REINFORV 3. Slily under stud partitlohs. In contact with Concrete -shall pressure treated exposed to weather. 3SPLICES' _# j *714 T WHERE aCGURS �" Douglas.' Flr bolted to concrete with 5/8" ac10". anchor baps spaced not more �#`"D HN�t __ ( _�� 9 - . 0 e T11 a a v - Er'"AlL 2 " than 4"--O �}.0 unless .noted otherwise, there shall be one bcsli within 9 of eachA " E SP` L I C , end of each .sisf loco. Minimum of 2 bolts per piece. 1. For door dlnenston, curbs, under floor ducts, conduits, eta• . - . p p • 4. The .bridging shall b� provided as per code.. 2. Verify all conditions �n field: ; . 5. .tbad: - steel washers shall be used on ail heads and nuts bearing on wood, 3• See detail on plan'%S�-1 for 'hear vua$ ' li dlcated by . 6. 'Fro -nin' members shall•. not be notched in any manner' except' where specifically 4'• See detail 1 /S�-1 for typical:. slab on grade, control saints, and slab HANGER PLYWD, AS NOTED��,1' 11 11 . 1.1 I It i g depression details. 2X I.1 11 7. dstaited or approved by' the Architect. Minimum •nal-lin . for all wood members shall be as per. . code unless specifically 9 5. 6. Shear walls denote full length and full hei ht of the welt 9 g Anchor baits are 5/8"o C 4$�'O.G with plate washer 2x2x1 /4. Anchor {+{ CLG DLK'C CLG, JOISTR JOG • .II U.N.D. 16� O.C.,, } 11 . 1 :~~ 1 11 lI I' ! II ll • S. . ntst.,ed. . ' hi knees as noted on Structural plywood -ood sh®li be UEFA grade, 'Structural• L, t c p ,. �, batty shall be 12 at each end with 7 Mtn: embeddtnent. be in prior to 2xDBL PLS, i9 2�-2x EXCEPT AS ' NOTED ON FOM PLAN I 11 11 I 1 11 11, I j I 1 11 11 11 • I I . plans With exterior glue - conforming to product Standard ?V-95, Each sheet g 7°J All Holdown hardware, anchor bolts 8e. rebars to secured ptoce 2XSTUDS 1 ,} 1 1 I 11 ' 1,1 shall be identified by a. registered stump car brand. $, call for Inspection. Saturate th'e sail '18" deep .before. #aces the concrete slab: p P 9 2XL.EDCxER 16 O,C, w/e 16d EDGE NAIVG I 1 I : t 1I II...... 1 I I 1 . 11 11 11 ' . 9.� oaf all openings throi,gh roof or floor shag$ be nailed .per boundary of g, . Grading footing t8 be inspected 8c certified by, the soil engineer prior to @ EA, STUD . 1 .11 11. 11 1i - ,. plywood •d phragm mailing requirements. pouring the concrete*' . BOt�NbARY I I I I # I I , 11 11 I 1 + 10w or masonry shall be ressure •tr"eated Dougfos Fir. All wood: bearing on concrete y p . CONCRNT-11 OExi-IM6 JOIST sCHEDUt�E NAILING I Mr.. 1•,..M ♦� j[y i}{l.IVM M�YY f i B 12: Joist •lion ors and oilier Connect©rs shall be Sim son strong" ties ar equal. • e • �•••'YM . g P 1, Cement: Type l or -Type It conforming to, A.S.T.M. C--150 U.B.C. M� t . -•i •: L L A imAir o T•Imu e , Al concrete unless otherwise noted on • lans will be re ular weight hard rock l . p regular CLG, JOISTS ARE DESIGNED FOR DRYWALL OR PLAST (D,L,=10 P,S,F, N.L.,L.=10 P,S,F, > I 1 11 I [I 11 1 11 � 1 .If ' 11 11 1, MdteMidls, rnaiiufaeotu're and quality control shall be In Contorfhonoe with type (150 1b/cu.ft.). Aggregate shall conform to A.S:T.M• C-�33 with proven REMARKS STAGGERED PLYVD 1 ;` 11 1 „ -0 .. � s e�• A.S.T,M. C-�157. SIZE SPACING �.OxsT SL�AN < N€Ax, > SPLICES I1 1 1 1"1 1 1'1 tommeroir�! standardf Ga-�253, Structural Glued Lannindted T• i�ber . shrinkage characteristics of less than 0.0 a a p : t1 n 4F•-V4 nou lay •F`#r •and Larch er 3. Stren " ths-, Ultimate coin ressive• stren tb at 28 days •-- F'c=2500 psi. 12X D.C.12'-•0" KIN I I I 11 11 .11 I 11 Glued tairninoted' beams shall be combing o 2 g p g p 9 2x4 2X $LOG G .� .» er, AITC, .. 4. Maxirn.um' slum of concrete used in floor slob at flat work shall be four(4) 16" C31C, lot-•o„• 1 11 11 11 11 • 11 11 1 I. AiTC- 117 71 or comt�ination 24F . V8 with hern� fir lamination . P p TOP CIF CONC, 1 11 1 11 11 - 11 11 3. Ail 's ructura l gl��ed 4ari�rinated timber shall be inspected during 1prnrr�atlon by on filches. BaC, g�,�Qd 1 NIS SCHEDULE APPLti*S T� ALL `' 1 11 1 . 11 11 • q •`r oved iris ection a enc . A certificate of inspection shalt- `6-e 'provided for -the 5. Vibration: Vibration of ooncrete shall be - in accordance with the general 2X RMSE E X0, ON PLANS SEE ARCH L 1 11 11 PP. P 9 Y r �• ltect 8�- aut#din de artrrient rior to erection. pro�visiohs outlined in Portland Cement Assooiatlon Spec. ST26. I6K G,C. 6'•••0' DRAWINGS FOR CLG, HEIGHT FIN. L I.- I . �+ ch g p p . � SPL�CIi= ZC REt�M�rs, sLwE sHE�,R. MALL 1. 1 1 4. Each .glued laminated beam shall be stamped, with ideritif#catlan number and • 6: ;Curing: .Concrete shag a rho#ntained #n a moist coed#'lion for a min#rrmum of 12, •O;C, 24'..p� SChIED, FOR A.D. . . shall be riccorriponled by a Certificate of inspecton, five'days after Its placernerit. Approved' curing compounds may be used in exe . . . . 161 D.C. 21'•�t�" ;' NAIL @ 1;2" O,C, 5. The glued- iarninated beams shall be 'furnished by a i#Gensed -fabricator lieu of moist curing. NOTE: INTERM NAILING speciaft- 1hg• in this typo .of work. The fabricator shall submit complete shop . 7. Strength tests of concrete shall be required as per code and as outlined, In 11 120 O,C, 26'~4p WHERE PLYWD, OCCUR @ EA, SIDE STAGE, PANEL JOINT, �x SQ' d'.-Wings" to th"4: Architect for approval prior to -fabrication.: specification reports to be forward to the structural engineer. 161, MCI �4�--0• ,I'll ... -5 1 .., 8. Anchor •bolts, dowels, ••inserts, etc, Sholi lie securely tied in place prior to y "lus' foundation Ins e"ction. I I YPICAL�. 0 A"'"Hi, +"'' ,'� of c nstruetion anc3 our 'Dints shale be approved by the Architect `�'TU UHEDa ' I ,§ I . 1.1, I I I ULE g, ,Lacattt�n a✓ �I�" faC , .. Y . Pt;.` wdoo" 'pouring. concrete. . . . SPACING t .1. ��C bte 23 I�.'�..B-1) ,MARK' iAc .4 4R g I.AY Pit. SILL NAIL SiLE. 80LTs REMARK 1t3. Continuous inspection required for concrete F C 'greater than 25fl0 psi. I jlw: , >.: 4R : t Sl i3UUNQ E INTERN . _ t�► .1 l�fci* (ALL: NAILS SHALL DE UTILIZE C13MMON NAIM) I. I.- .1,y g • zoo • • /8"STWL. CDX 8d 4 4 12 is d 0 e0.0. 5j$"e ® 32"O.G. �• 1. The foundation desigred is based on the recisn�mendat�ans by U.B.C. TABLE 18--i-�•A . 1. JOIST TO •SILL. OR GIRDER TOE NAIL. � � 1�'d HIP SEE 'PLAN ~s'lo'i...Clax .8d 4 12 le d c 3"Q C 6j8'>O 0 28"o.c. -� disturbed soils• and a, BRAIDING TO JOIST TOE. NAIL EA, END, 2 °- 8d O • R,M, SEE PLAN CONC. -4 q - ..-.*- ].1j . SLAB ON GRADE. . .­______________ ­_. t VV114vr�[ . ;, -NAILING '1Od,06 , . �w�--- M. M�•410lM b►M .M .•� • . , ,�... .,.�.......,� �. = . ��w . - v1• o,,...., a w == == W •....q ,•. M•r..InW w uw ,.+.._. I .1 iW M _„ MH.,•MpM,.1.{M ..„Y..NV4„W 7. = cos __4w. ~arw•-+w , or, _ _~ w•.on , . ,.,a,.«.. ,u.ww aW . �.�._ ~= ,•,-- -,•1 - ,A.• fO• w., swwr,waee.a..s ,• . . _�7 , FLOOR JOIST {JOIST SIZE SPACING. * . • . ' {. . . • -PLYWOOD SKT'G ' . ., //�_• t • . INTERM NAILING IOdol0 O.C. , . . /_ . . I . . • ' - ' EDGE NAILING 1Odit" O.C. • /'�� I - - I I •'I NOTE; . 1. EDGE OF PLYWOOD FLOOR OPENIKS 2. EA, PLYWOOD 'SHT. • SHALL. SPAN 'THREE aIV RINGS (MIN.> I tinDIAP"""AGN, 4 .. . . ,r"YPICAL • ,• '' 7 260. g /4 ' ' 2. The soil bearing value used for design of footing . upon un f�OQ PF for spread footings, 1.00Q PSI- 3, iX6 Si18 FIR OR LESS TO EA, JOIST FADE N L FACE I�iAil.,, ,, 80l ad . . . t ` ' �►' f 4 12 1�Sd"� 2"(1.C. 5/8"s�`':_� 18"t�,C. "' 18" below lowest finished grade #s: 1 g 4. WIDER THAN IX6 SUB FLR, 7q EA, ,�L.iisT S �• ' 8=" 1 �, '>, 345 4 j2 "i .L, 10d for continuous fo®tinge. 5, 2'` SUB FL017R TO JOIST OR GIRDER BLIND &FACE NAIL:, 2 l6d . r r"":�9 ;> A:• , - 3 3 12 20 d 2 1 j2 O;c;, ���.. s� 0 -� 46 ,p,C.. GEE 3 3. u i ec nd a rove foot$n excavation prior ta, placing Soil, engineer m st nsp t a pp 9 the building inspector before, City 6, 7,• SOLE PL. TO JOIST OR BLKING FACE NAIL, TOP PL, TO STUD END NAIL, 16d i6" O,C. ST6224 s1'TRYP . a.rebars ' � and approval to be provided to S. STUD TO SOLE i�L., 4 8cl TOE NAIL ...I R .2�•3 6d END NAIL, 2 16d EA, SID D/8n MIN, EDGE :1a" ' ::--. :I .:. :... 2#O.C. ;: , ' 2 '#2 3 8 sl..G �► 6 q,,% 1 SEE3 (":.. - 1/cL,.S 'R:t,. € 1od 2 / a royal of foundation. ply 9, DOUBLE STUDS FACE NAIL, 16d 16 p O.Ca •4Me F'L TE SLK'G DISTANCE TYP. . :,;, :e5 :,:,. , " " :` a �o, � DOUBLE TOP { Lsa FACE f�#AIL • I6d �6" a,C,I Alt. s°UD i:]� • -:.: t " 16 GA. '. 'l'Ai?1-S' 06 OaG. 7 STU';fi°`V'ER I�PEi BACX i� ". i.:ATH W$TH 11MIFOR I STRIEL� A.S,T,M. specification A615 Grade 6O 11, TOP PL,S, LADS &INTERSECTIONS FACE NAIL, 2 16d @ I6� O,C, As` A ,� T'. F3: PL1'E EDGE 8c FILq (16 dSILI. NAIL c� 6 �.Cj::u TABU 25-�1 1, a. All. relnfo ce st a c6d r d e i to onform to 12, CONT NUOus WDR. TWO PIECES. fed SIDE a ST' b224 . . " lace to calling- ins ectcar, U in 9 p ° unless noted otherwise on plans. b. Uefarmatons shall be ii',i; accordance with A.S.T.M. A305. IS, i4, L,G, JOISTS TO PL. TOE NAIL. Ci�i��EA CONTINUOUS HDR, TO STUD TOE NAIL, PARTITIONS FACE NAIL, ,-- 3 -- 16 4X4 K P ' ' 1. 2:l �. ed prior Hold . roaa hardware sec r p p Hold-�=da.�in ca tnectcr balls into wood framing requires .. 2. Unless otherwise noted, all reinforcing steel shall be lapped 36 bar diameter 15, 16, OVER , CLG, JOISTS LAPS L1 E CLG, .1L11STS TO PARAL.LI;:I.. RAFTERS FACE NAIL. 3 -� 16ot FA 4x4 K,P, for 3 4"�3A.8 :c nd. hofdown 2-••3/� x 2-43/4 - x 5/16 plate washers o. / or, 2' fl" rnlnimurn whichever governs. All splices shale be Located as 9 p �, . RAFTER TO PL, TC1E NAIL, S $d . - •SIDE H3 a EA , h it be ti lztened just Liar to edverin the wall frrarni'r cj. - s a 9 j P 9 . 3. d•etalled on plans. certification and testing of reinforcing' steel shall be in dccoYdance with the g g 18, 29, I BRACE TO EA, STUD $ PL, FACE' NAIL. 1X8 SHT'G SIR. LESS TO EA, BEARING FACE NAIL,do 8d SIDE . 1 3' .. 3. 8e studs (�D edge of plywood for shear walls -with laterdi ::loads greater Sill PL. - -,r�.omi pravision� of A.S.T.M. standards, • 20. WIDER THAN IX8 SHT'G TO 'EA, BEARING FACE NAIL, 3 �6d 8d s4" D.C.0161 s'rvus tfian :'35© pounds/foot require rz 3 inch nornlncif or great®r ber. 1'he 4•. All reinforcing steet shall be supported and filed in .conformance with the 21, BUILT-UP CNR, STUDS, �ksY ri,c . . •boU"' ii'y nail shall- be staggered.. typical. f "T f f R "i f I;ctn Steel Practice for reinforced • • "TV/0 MAX 1 43D • 25% MAX. S 1 Ub WIDTH NITCN l+cliDTN NOTCt 60 % MAX, STUD • 40Y. MAX. VUD WIDTH BORE WIDTH BORE • 5/8' MIN, EDGE° DISTANCE. TYP. ALL STUD . � �XT AND BAI��NC STUDS . v " lafieet edition o he rnanua. o o n o g • .• 4. AilQ: holes shall...ba drilled a Max, of 1 f 16 dversized. Concrete �'t°uctures". • '1. •:ri ,. 2••2XM 2X C.J. SEE P AN X4 KaP, 1,d a istcinee far plywood boundary nailing: r of ,oncrete unless OF STl3D WIDTH f2 g: .d p �` y 5. Provide the following minimum protective covering c , Ire 2�-1 /2" x 2�•1 " ° 2" x 1 4" plate :washers for sE� PLAN 4° MAX, 0 . 6:'. A,3 into vltgod framing requ / / otherwise noted: Uepositea against earth 3 clear 5 8. . 11 .1 (A) T - - - .'' A,3. clear HIP SEE PLAN . / . fn contact with earth (form 2 . . 1. NOTCH AND BORING NOT TO OCCUR - IN SAME STUD SECTION 2. NO MORE THEN 2 X SUCCESSIVE . DOL. STUDS MAY' HAVE 607 BORING HOLES, ' NOTCH / BORE • 2-0 2X6 f �5:0 71W' 31W 40% • 1 3/8' • 60711 2s, 3 1 /40 1: Shall cAn.farri' to "the provisions of A.S.T.M, A�•3lniess Qth.erwise noted d detailed for' the load shown on p 1.. , Fabricated wgod joists shale, be designed: an `"` on •piRING - tons, this note and any special loads such a. A.C. units etc. / • i and is to be done b welders iit) ­'.",.., . i i ; Ica con• f• with A.W:S. s ®cif cations Y a. Dead f cads fc�r• foar 18 sf UT7 ""0NN* T8., . rIN� ' 2.. All we d ng. is p y P is c will be done = {} sf . apprs:ived by the Department o� Building and Safety, All welding, b. Typical live load four floor 4 p . electrl'c arc process and shall be performed with approved ..electrodes a's required c. Live loads (corridor) �6opsf• . . per :the A.I,:C." specification. Melds ace designed- .at full stress and must be done d. i}ead loads for ,raof'22psf X JOIST . in the ehop'`6f d Ileen•sed fabricator, except where otherwise -rioted• • ors. plans. . e. Typical live toad f©r roof --16psf . drawings s ravided lay. 'red for fi®ld welds. 2. Joists, Including oolculdtions, spec:%oOtioris details, and d g p SEE SCIrIEDLIAN Continuous, • Inspection is� requr . . roved b the structural sngl�neer prior to • U,N,O; ON PLANS .. 3•�16cL NAI�.S . 3. All •bolts" •used shall conform to A325 unless otherwise noted: the Manufacturer .shall be app y . .. 4x POST - FOR �X TRIMMER . 4. All "tructural •steel shall be fabricated and erected by a licensed fabricator fabrication. ,� ' floor truss a#sts shall be submlfited 'to � SIMPSON MST'48 22�-16 d NAIL <2�EX TRIMMER 3. Shop drawings and calculations on all j STRAP . AT OPENING approved . by the L.A. city or county building department and a certificate of the building departn�snt .for approval prior to fobricoWn. SIMPSON DTC f�: „ �... HEADER WIDER THAN fabrication" -or .report from the special inspection must be furnished to the Job q•• Blocking, handers, bridging, and other accessories regwlr'ed far truss joist @ 4 4 O,C. SIMPSON DTC 4-16ol ctor rips to framing approval. '. I id the truss gist manufacturer. lax STUDS @ �•""Q•�Q.C, DBL. STUD 4-lf�d MAILS CC3R WOp 3 POST MST3 # t ' FOR 4X HDR irtisp�e P P. g{, Installu�tianha I bs pt-®v ed by 3 d ��"� Cf . I shall be surnitted to the ba Rea sEG» Pi.AN 6�•3/4 M,8 i 5.. Shop drawings for all struoturrli and miscellaneous ,tee 5. Provide 'one row of cross 'metal bridging' of mid spun in each y. 2X P.T.PTSILL . f rication, • . 2X SILLy .PLATE PLATE W/3/I�i" 1 , QpEN the Architect and approval obtained prier to ab load deflection < L/360. . -� hrfn rut L+//I;6d NAIL @ 'Sf•ICT PIN @ �3"O,C W,l3�d 12"#,�C; 1 1 6. All grout under steel • b•earing plates shall be solid drypack or non -shrink k grout rye »� {+ placed :as directed by the Inanufacturei-. 1, Concrete- black, Type 1; Grade. N -1, • 7. . . 1 7. Goi;ir}aarxs inspection . required during instgl#anon of High-�5trengfih bolts field 2, All units shell have r mtnirnum cr�rnpresslve strength of 150Q psi, " . • . . 1 . weldin and ordinary frarriing. 3 M t s d shaft be T e S with a minimum compressive strength of • 9" orarue yp i . 8. Ordinary rnon�ent frarning shall be test by nt�ndestructive method, for . 25tj0 psi at 28 days. Mix :one paArt Portland Cerrlent, cane half part lime 1 I . cam $lance with a roved standards and job •$peciflatio�ns.. This testing sholi `fix F,.I, \, . P pP � - putty} and • faur and one�half parts sand. , ., be •a part. of the special inspection required of section. 1 4. Grout• used shall conform to A.S.T.M. designation C476�-°�1 with a rnln.imuiTi A . g. Electric are weld 'process • by operators approved by board of AWS using E -7Cxx . , compressive strength of 25C0 psi at 28 days. .Use one part cenient; three . . -EX JOIST " . }� /� �+ (� �+(.�t � . . . . HEADER . SCHEDULE electrodes In conforinaton • to local `building code. All welding shall ' be done by parts sand and two parts p8q gravel to be of fluid consistency, . ri • , «�. n ffiicia!• """ 2�2x JOISTS •4X DM, MIN. h standards a d b ildin o 3 2x JOISTS 8 M6 AIL' r experienced and certified welders In accordance w/ t e 5, Provide tests os may be required by the u g ..� FIRST FLOOR CEILING FIRST FLOOR WfCEILING • ontractar shaft provide re#nforc�n steel shall be SPAN r weldin aof At1!!S ' S ec, The c p n I ck units and 9 ON Y & ROGF ,.�. requirements far electric ore g p 6. The thickness of grout bQtwe b o ..suitable me' ons for clamping or holding members during welding in order that g 1 %2 DIM. M.O.0 32 O,C. I Cad NAILL . i3 not less than 1 /2" and not less than 3t/4" between parallel reinforcing bars, ,� 4,�,IIb 2x4 4X • structural rrismbers be i°nlnimized. Length of welds e r .one hour or longer, provide harizAntal construction t�8 O°GA. warping or distortion of 'the st u 7. if work is stopp d for g p STAGG. TYP.�3 G'--0' 2 -� 2�tb 4X12 noted on details are net and do not Include allowance far craters. All welds joints by stopping the grout 1 1 /2"' below the tap of the black. DBL, STUD OR �. l th each end to allow for craters.• Weld shall be . s"hail "have 1 4 extra en S. Reinforcing steel try !a-p where spliced 4fl 'dlarrieters •dnd to be continuous W®LSD POST 8'-�4" 2 •� 2X8 . 4X14 { / g ' e shall be 9 l ;' SEE PLAN deposited by not more than 1 /4 thick passes. Particular coo through columns, . exercised to prevent undercutting or reducing the selection of materials at welds: g, Cnntinuc�us inspection is not requ#red. 10.. Exce t as .rriay -be otherwise- provided herein, rriateriais used In masonry - '� om the s ecial ins ector must b.e funsshed pLU LDY0WWALLT' LH.i 0-NI � A J1 rU'% .1 u2 J, i � 10. a certificate of fabrication or report fr p p 8 I . - -1____ --------------- ------------- ­ - --- __________ -- - -------------------- ------ -------,---, ---", I--,--"--,----'',,-''.,-----,-----,------------- -"--,---,--,--,-,------,-,--"---",--"-"-----,-----------"--,----,-,---------,--------------,---",--,------,..---,-------------------,-----''--,--,--- ------- _ - ______ 11 11 I I ­ I "I'll I ------".---"-,--,------------------,------ 1­1_111-1-1-11- ________ __ -AL, Nit nna�ns�wa �„ �•i•►e1 Li °i° I\h �irnnrlrxr•t!^___ - ---- -- ______,____________.I I I 1_11­1_1_11 ♦ 9 2X ROOF JOIST SEE PLAN 1, ON ." B.N E. N -PLATE <) 04 B,N B.N B A35 "AB' �5 E A35 6 C. 71. E. N B.N.N NJ t. N -B .0 ..SEE PLAN -SEA _E PLAN PLICE 'WHERE V occ.b R t t 0 0 0 0 :SIOPSON ECC.11a '0AP SIMPSON CC COL tA P, 2X -R.R. @ 16" O.C. WD COL. SEE P. 24" O.C, A35 '2X STUDS @ 16" D.C. B.N 2x C.J A35 E, <> �35 6 E, 2X STUDS @16" 0,C B. N. RKI BLOCK'G B. N. 324'0,C, 2x C.J 2X STUDS @16A' 0,C N 2x 13LKING CONT. _A35 @ EA. BLKINC 2X C.J, @ 16" 0, 2X STUDS @16" O.0 SIMPSON HOLDOWN SCHEDULE A SIMPSON HD5A - 0 M.8 23/4 SSTB aO B SIMPSON HDSA 3- 7Ze_0 M.B. SSTB 28 C PAH D 42, .1.6-16d NAIL 2XP.T. SILL PL W/ 5/W' A.B. X 1..0' SET 7"' INTO CONC. 032"O.C. TYP. U.-N.O. -------- W/ 1/4 ----- -X2 1/2"X 2 1/2 PPPLATE WASHERS '4t*-8 POST .Off, .'DIBL STUD 2-3/4"0 M.B. SIMPSON HOLDOWN Pt ATE SLAB H05A 5/8' 0 SIMPSON S' P. r. SILL TOP OF EPDX G!Four AMEN.. . ' 2 SAND 4 A 4 �411 A. 4 .4 4 A 4 3/41' o SIMPSON SET EPDXY GROUT BOLT ICB0 ER2 -5,79 - CONT. INSPECTION REQ'D, AM W (INS')) ALL �'�C7'��loT� @16'v 0. - QX STUNS z 0j 4 PLYWOOD SHEATHING B. N. 2XR,R SEE PLAN A35 F 16' O.C, 2x C.J —2-2X TOP PLATE CONT, 2X STUDS PLYWOOD SHEATHING B, N. @16' O.0 2XR.R SEE PLAN T & G BOARD SEE ARCH'L PLAN ONT 2X BLKING C L000� jK1A 6p-1, A35F @ EA, BAKING'' \/A Ru uF e WAL 2x C. 2-2X TOP PLATE CONT, 2X STUDS @16' O.0 RIDGE BOARD SEE' PL. 2-16d TOE NAIL E.A. SIDE - EA. R. R. GARAGE PORTAL TABLE MODEL SET UP W (in) H (in) NUMBER OF FASTENERS IN TOP OF WALL NUMBER OF MUDSILL ANCHORS HOLDOWN ANCHOR BOLT HOLDOWN REACTION 0 STRENGTH LIMIT (Ibs) HOLDOWN R SHEAR EACTION 0 EAR LOAD (Ibs) ALLOWABLE SHEAR LOAD SWI 6x7-4 16 78 8 .-SDS I /4.x6 2-5/8"0 STHD14SW- 13590 1780 3020 SWI 6x7 -4HD 16 78 8_SDS1/4x6 2-5/8"0 SSTB28 17600 3900 2800 SW16x7-6HD 16 78 8-SD31/4x6 2-5/8"0 SSTS28 17600 -3900 2800 SW22x7 -4 22 78 1 O-SDS 1 /4x6 2-5/8"0 SST828 16350 3200 4820 I SW22x7-6 I 22 78 I 10-SDSI/ I /8"0 I SSTB28 50 3200 4820 1. THE LOAD CAPACITIES SHOWN ABOVE REFLECT A "PORTAL SYSTEM" THAT CONSISTS OF 2 STRONG -WALLS W/ A HEADER SPANNING OVER THE TOP AND CONNECTION AS SHOWN 2. FOR SINGLE PORTAL WALL CONFIGURATIONS AND LOADS SEE SIMPSON C-2000 CATALOG 2XP.T. SILL 1?L W/ 5/8$$0' A.B. X 10' SET 7" INTO CONC. 032"O-C, TYP. U.N.O. W/ 1/4"X2 1/2-X 2 1/2" PLATE WASHERS INL .�I I Imo# � � I � z MIN, #4 CONT, TOP & BOTT. 2X STUDS @166' 01C RIDGE MEMBER SIMPSON ST 211.5 STAP @ 41-010 O.C. 2X ROOF RAFTER F SEE PLAN SI MPSON ST 2115- STAP 04'-0" O-C 2X ROOF RAFTER SEE PLAN OB RooF D"TazL MARK DESCRIPTION 2 7/8" THK. x 3 1/2" OR 5 1/4" DEEP AKET 2—PLY SOUTHERN PINE GLUE LAMINATED HOLDOWN BR SWHD8" WITH B 20-SDS1/4 x2 1/2" SCREWS INTO POST SDS1/4 x6" SCREWS INTO HEADER I [ICB0 #52681 MST 2 1/16 x30" STRAP (10 GA.) W1 10-10d COMMON NAILS INTO HEADER j & 10-10d COMMON NAILS INTO LAMINATED POST 15/32" OSB, STRUC. 1 P EXP. 1 K P.I,=32/16 FASTENED TO WOOD FRM-"G. W/1 Od COMMON NAILS L SRS METAL TRIM' AROUND 3---EDGES OF' OSB .#4 SMOOTH DOWELS 244' O.C. X 2 <E A z .4 2-#4 CONT. .".,TOP & BOTT. 12 00' 131 G 1g)"ETAIL 12 .-2-#4X3'-O**' DOWELS 74 4. O 4 4' A '4 4 --- - -- 4 4 4 1"0 PREDRILL -HOLE IN EXISTING FOOTING W/DRY PACK EXISTING FOOTING NEW FOOTING A 5/8" 0 SIMPSON SET EPDXY GROUT & BOLTS024 0. C. ICBO #5279 CONT, INSPECTION REQ'D., 2X STUDS 0 W/— &NC. SLAB 5/8 0 HOLE EPDXY GROUT 4 -A i ..A QCJ . {_� . . . . . . . . DOWELS x3O' @ 24"O.C. AN A EXISTING FOOTING 4 8 91 LA_ 2XP.T. SILL. PL 2X STUDS _r I 5/8"0 A.B. X 0 e161 OIC SET 7" INTO CONC, 032"O.C. TYP*. U,N.O. W/ 1/4-X2 1/2"X 2 1/2" PLATE WASHERS 6"-ONE STORY 8"-TWO STORY FIN. GRADE 6" MIN. . 11 NA GRADE 2 T z " SAND : 4 co 0i #4 CONT. TOP BOTT. S, E E PLAN 2-16d TOE NAIL EA. SIDE EA, Rk RIDGE MEMBER SEE PLAN- PULIN SAME SIZE AS RAFT, CEILING JOISTS 2-2X TOP PLATE SIMPSON ST 2115 STRAP @ 41-0*" oic, T 2X ROOF RAFTER SEE PLAN 0. C. L 2X6, TIE 481 NAIL —2-16 W1 4 1661 NAIL ,E& N -1, I 2X4 BRACE 4O.C. 1 0TO BEARING PARTITION USE 4X4 IF LENGTH EXCEEDS 8 01 A 2X STUDS @16' O-C SEE PLAN FOR CEILING JOISTS; REMARKS: -4, STHD14SW HOLDOWN STRAPS 1. AT GARAGE PORTAL N.O. SW16x7 [fCBO #53491 WILL BE REQUIRED. .(SOI -D SEPARATELY) INSTEAD OF SSTB BOLTS. INSTALL PER DET. 32/-. 2. FOR 2-POUR APPLICATIONS, USE THE SST834 H BOLT •(SOLD SEPARATELY). SEE DETAIL 53/-. 3. PLYWOOD PANELS ARE AVAILABLE UPON REQUEST. ORDER AS 'SW1 6x7-4P" (FOR EXAMPLE) ALY TABLE LOAD BY 0.88. AND MULTIP .$ SHEAR TRANSFER TO HEADER PER CODE (DESIGN BY OTHERS) FULL --LENGTH GARAGE HEADER PER "L FUL R CODE MINIMUM SIZES: 4 x 12 DFL 3 1/2 x. 11 7/8 PARALIAM PSL 3 1/2 x 11 7/8 TIMBERSTRANDS (1.5E) 3 1/8 x 12 GLB . (DESIGN .BY OTHERS) FOR MODELS. SW16x7--6HD, SW220-6, USE MIN. 5 1/8. x 1.2 GLB OR 6 x 12' DF OR 5 1/4: x 11 7/8 PARALLAM PSL (DESIGN BY OTHERS) FLOOR SLAB, CURB, FOOTING SIZE AND REINFORCEMENT PER CODE (DESIGN BY OTHERS) DIAPHRAGM NAI-L-1140 (DESIGN BY OTHERS) ROOF OR FLOOR FRAMING (DESIGN BY OTHERS) PLYWOOD OR OSS SHIM AS REQUtRED PER DETAIL 31 Qe 1 411' 11 4 'A - - - - - - - - - - - - --- - -- - 4 L E SHEET IM_ 1 I R ALLOWABL.f� w P4 Ld w 11 Vj X C3 N 1*� L9 < H CURB — (SEE DETAIL 63) 2XP.T. SILL PL W1 2X STUDS 5/8O.A.8. X 10' @16' O.-C SET 7" INTO CONC. 032"O.C. TYP. U.N.O. W/ 1/4"X2 1/2"X 2 1/2'y PLATE WASHERS 4 .4 FIN. GRADE. 6. MI 21 AND] z;; A 4 2. & A #4 CONT. TOP BOTT. —SEE PLAN --�-- cy") C> C.) L0 N. r.: Date Cu _3 Scale Drawn Ld Job Sheet LL1, -D =2 CD cry Of Sheet e_3 R w `` " part O T Weg ...._ .. nAdd_. __ 03 _ x:� 0124)20 ftoject Address Permit# SUCCESSFUL DESIGN - .._ � �► a�+�� iftf9R&�l33t3f1 AU#WE4 tie I Method or computer)C Z of Agent Uslklonly­ GENERAL INS A Total Conditionedfloor Area-.,,,,- . . '� � � Average Ceiling Height;--, .ft Total Conditioned Slab , Built T Yip= (ch one, or more) Single Family' Detached � . � Addi r E: Single Farniiy—Attached EAsting Building n . Multi-Farrtil r .. l Asting Plus Addition Front Orientation: Floor Construction Type; Slab Floor Number of Dwelling Units: _ . N rq* cat Stories'a `Raised Floor ."AT _ Component F Assembly � Location/Comments 't T i va►ee attic, cal ¢ etc. "1. r F.1 . . ...:. ..... . . . _ .__..... . _ _ _ ... _ _ . 0. _ ...,_ Flow G ._.... � (i��`iw f VV O (Vt 4.' 11e) VV_.... 0.088 E?ta "EI__ } �t Roorr Prior' To 1991 ��_, _. _. Vv _ .._ _.Q. _ .. _.._�r Floor T C r r i ri _ {tv F2 fi Credits. W .: 0 3F35 _. ,..rf rWa Solid Wood boor Kione tJ 7 Exterior D loft Roof Prior to 1978 wood� � ... 0.047-Exterior Roof -: a. FENE _. .. Shading. Devices `Ir y C ' ntation A Fene can Exterior Overhang Side Fins Shading,Yes 1 Nd des / No Lett .._ _ (Sou1t)J X! E 20 ri 1 } p7 a -r. f{ {t ....,.. _,. ..._ ,_...w ___..,�_. .....,�. __ 11,11 t ..,1 Imo_ ,, _3 .... ... ............._. ... ......:.,.. .. _..,-,:..._..,.. ..:�.�...... .:,,. . . to lE I i 3 it jj .., _ Run ter "tru..._! 14.4803 _ _ b . Q Job Number. Fiv' 3 of 16_ i Scale, None Drawn Sheet M7 O ,et , (Part 2 of 3) nt to RA ed Summar co'maa Egal;Of 3),, C*2R: r 'X Cal thod Sg Uter Me mma (Part 3 of 3) C-2R MR. R e maw" T 10/_24/21003� Dow cWto _j�� _AddifiQn111_1__1­,1 Project T#k e- Es TION 11;11�� f4pled Ad4re". SuOd U_ Act. Glazing Type Location/ THERMAL MASS FOR HIGH MASS DESIGN SUC CESSFULDESt Ar Factor SHGC Azm. Tilt Comments Area Thick Heat Inside Location or) co 1-1, AW[ndow_fmt._.� �Ea* `2 Sk4eMeWCdearDetmA____ AstFloor Cap Tvoe Cond. Form 3 Reference R-Val. Comments ]l km%fic ot Cow "L-,( �, wh L_V-0 Sir ie mieft! PI SourceEne, roposed Compliance MY Uso� Standard, P -0"), ACO, -0, _4 _etw -,15iff, -D It r iI Space Heating. '6.75 26.06 Spam Cooling 9J7 4T66 -37.89 7, PERIMETE R LOSSES .2 7' F2 Insulation *44 93.42 -56.98 Type 11: Lgngt acto -Val F".-I. r R Depth, Location I Comments Stande �Percent tie yd� Quo tiQn "k Rai stab Floor Total Condmoned Floor Arek 1, 6 ft2 Floor Construction Type.- 1, -j sed Floor'l," I Building Ty0e:Single Fam Detwhed Building Front Oijentotion: (EaSt) 90 TvUl Fenestnation Ares:1 5 so/0' HVAC SYSTEMS Number of Dwelltag UnIts.1.00 Total Conditioned Volume:' 8,688 It" Number of Stories: I Total A','onditioned Stab Am: 0 _ft 2 -- -- - ------ Heatin Equipment Minimum Distribution Type Type ( urnace, heat EfflEciea and Location Duct Thennostat Location H, 1AFU S F uctslattic, etc.). .!�-�Vq!ue'_Ty Id �pp' Comments 13UILDIW ZONE, INFORMA MON 4 Of Then�mfat, Vent, MAFUE_ Ducts in Atfic__ 4.2, _Setha&_ Usting,HVAC System Zone Name FloorArea Volume Units Zone Ty .E)dsfinq'HVAC_,SySteM'.. _A-W ConWtfwed___'_ _Seftock-, .2 Ata, '�: . .. ..... .. Hydronic Piping Pipe Pipe Insul. Solar OPAOUE SURFACES Gains, Act. INTERIM AND EXTERIOR ING ind w ___ha in-, Right Fin Ova System Name Le Diameter Thick. YtN Type­1 U-Fac. Azm. TIK Fom3 Refereive Location I Cornrylents, # Wd. Typq--_ X '#Ot� Lon. 14gt. LExL RExt. Dist. Len, H L H 9t t De%ukn=_P_, T Wall-, 2% __JD-3M W_ D8f8UltWAft,PT*-tD,`,1078. IstFloor"',_ 3 i, Rug, S0�90-n— Cooling Equipment Minimum Duct Dw "A .5oUd,Wood_Door,_,___ UtTl= 0.385, 90 TX (t�lr conditioner, Efficiency Location Duct Thermostat Location h vap.'coofing) (SEEf�) tc pump.tell­ (attic e R-Value T ype Comments wait, ­1 . ...... 29D, 03M _270, �Delaultwall _Py'tor ta 11,976, i3,t_,Fjw Jm go j Detault-Roof priorlQ1191M Ist Floor,. Split Air Condftioner.- , 8.0 SEER Ducts in Aft, 4.2.,, Setback . EAS'finglIVACSystem 1, J WATER HEATING SYSTEMS Rated' Tank Energy Fact Tank Insul. . ........ -tandb Water Heater Water Heater Distribution # in Input Cap., or Recovery S )z -Value Name T R System pe, Sy Effilpiency Loss C, Fxt. _y Type . �s _t: (Btulhr)., (gpI) Default Existin q�os Water Heater M ­. Small Gas Standard _2B4O00 0.53 1 NO 12 i t L For small, gas storage (rated input <= 75M Btwbr), elechic resistance and heat pump water heaters. list em.wgy Wor, For Is" gas storage water hoaters (rated input> 75 -OW Elkghr), list Rated InpA Recovery Ffficiwwy and sia�� ... ....... For instantaneous gas water heaters, list Rated Input, and Recoyery Ffficiency. �_j A REMARKS "'A R �joftk a Time: 10/24103 14:48:03 Run 1WOiM4, qk #9_ 'I W 'j"jf'1""jjjtW' 1914103 - 14;48.03 - --- --- SrwWm 3.1 13y!�!� Uw Nwrbw� �090 Job, Ntmber pagwl I of I a Run Initiation Run, o jjime: 1012410314:4-8:03 Cod 0 032 User Woibar SOW 'Job piumber P"e:12 of 16 - 1. 11 -11, � - '' ­ -, �'­ - . - - , I— I "I'll'.--, 11, -1.1- 1­111­11 1 ,,, - . I EqemyF1V*,3.1 By Enw9y&* User Nun1w, 5(w Jcb Number PaW: 14 of 16 t