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HomeMy WebLinkAboutBLD10-063 - drawings 2 =@ " MI N . POT Sk CLILT TIT TICT tt 87335, TELL LLL Leet ~ DEE TEE TT IE tie I ne [LEIT OTT IT | TOIT ITT Tt trt LTT TMT TTT TT TT Tey TT mal LETTE Pi ey Te eT Ty TUTTE TP a eT TT Ta TT *D18-|, Ixl2 TK, RESAUN FACE CEDAR MZ\S|, lal TR, RESAUN RACE GERAR s ‘218-1, kl? TK, RESAUN FACE CEDAR 4 | 022 -2IRE | 4016 = | / \iNt 4 T J | a ©22-\PE | Sy 1636 |OBSC Se Ob2 {PEK —_ 26le ade. J L J i on2 JIPE 2436 OBESC #423-C, IxID SS SS OS SS TSS Ss SS —S A cen acc: Gm, wh Os ws eS Gs Se Se me Ss es a es ee _ — [+ -_jy-t+ + -E}_j} 4+ -_y-to4o + Jo 4H tH te EE a CO hs a a a es, a = _ _ | STONE RETAINING WALL OT eee DESIGN and MATERIAL EE by OTHERS OE A a a APPROX. FINISHED GRADE OT APPROX. EXISTING GRADE SCALE 1/4"=I'-O" 12 4 a \2 gn? 13-3 4 49s LI | [LTT Tt | LT TI eS] *18-|, xl2 TK, RESAUN FACE CEDAR = a I Sel ma ——— ore , ; - *s Z \ | rd no 20PH ||\o22- 1S — ( ey be 36 ali 22-23FK ||O22- 256 022 -\aIPEx in we 2656 2636 RO4E d %; Pu — Dos-4 | ‘ 3268 IN | J MILGARG N | CLAD SE 4) LUI) — Hy} — Jy —- - ] *422-C, IxIO 1 | = = | pom cea Fs se ar i a ee ee ee tt = Ge Pm ae re Da La He meee pd ee ol =r = J Tl yy al [Ty ry Cy m, + APPROXIMATE FINISH GRADE *423°C, IxiD | at Ee H I l = [| | = a. rT Hi (9 — || DQ oo ool eee = . |9 APPROXIMATE EXISTING GRADE OE H fists Se Bs os | [ol * oO eee | Ld x Te es Sy | ey || (L {2 OSE pe _ i ae oA —— eee LI | ae eee == _ | | LEFT (SOUTH) ELEVATION SCALE 1/4"=|'-@" QO5-5, 2068 THERMA-TRU SA2IQHD STEEL DOOR w/ 2-PC STEEL JAMB FLOOR ELEVATION at 15710! APPROXIMATE FINISH GRADE TH E BL O C K S BE L O W YO U IN I T I A L I N G BY SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 F O R AL L O W A B L E VA L U E S AN D / O R OR I G I N A L SH E E T SI Z E HO M E O W N E R IN F O R M A T I O N PA G E HA S BE E N AR E CO N F I R M I N G TH A T TH E CO N T A I N E D ON TH I S CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . IT IS PA U L 4 EL I Z A B E T H EI S E N H A R D T RE V I E W E D AN D AP P R O V E D . DE A L E R AP P R O V E D DR A W N BY DI S T R I B U T O R SU B J E C T TQ RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . $ 5 an © o D) O Oo o & —) GA L L U P BU I L D I N G 4 DE S I G N LL C . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e in f o r m a t i o n co n t a i n e d to be us e d to CU S T O M E R AP P R O V E D CU S T O M RE S I D E N C E FO R : @2 / O 8 B / \ O CU S T O M ORDER NUMBER KS-41054 pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m L i n d a l Ce d a r DR A W I N G NU M B E R > Se a a MO O/5/ 6 FH) gfe Y z fe) ” > Lu w~ D | DO 414 J} Jt) ¥ lel arb Z|] o r}@)q al | sj | Z H/S/#)-l-| «]. Oli} ti tl P| PY eg SRGES uw} ©} =] @ -| 8] 8) 8 . S18 Sia] Flo] gfe DR A W I N G * + PAGE RE V I S I O N S NLC, CONTINUOUS : RIDGE VENT. IS "182-6, TIE STRAP OVER OE RATERS OT SIEGE IMPORTANT VENTILATION D IS9) Zi Zz #48), 2x12 SPF BLOCKING. qi < ALTERNATE EACH SIDE OF RIDGE. AND MOISTURE CONTROL NOTES L L ¥ JOB NOTCH FOR VENTILATION. <{ ROOF COVERING BY OTHERS lL NOTCH ALL BLOCKING INCLUDING BLOCKING AT VALLEYS AND ye PE] a 5 HIPS TO ALLOW ADEQUATE, UNINTERRUPTED AIRFLOW BETWEEN Yi y) o \A iB I5* FELT BY OTHERS SOFFIT AND RIDGE VENTS. z|%| a ye | oh = *19OD-OSB, |5/22" OSB SHEATHING 2. DRILL A MINIMUM OF THREE 11/2" DIAMETER HOLES ABOVE AND zr 4 D — BELOW ALL SKYLIGHTS, CHIMNE TS AND OTHER OBSTRUCTIONS AT ml at! i i! #481, 2X12 SPF RAFTERS AT 24" OC. THE TOP S| or i eeleice. THAT CONTINUOUS SOFFIT TO RIDGE ir Zz - — AIRFLOW IS NOT | RRUP ; == HIGH DENSITY INSULATION NLC. Q]} E Q — 3. ALL INSULATION IS TO BE UNFACED FIBERGLASS BATTS LEAVING all a i A MINIMUM OF A 2" UNINTERRUPTED AIRSPACE, LEAVE NO GAPS. QQ} Qi g #48, JOB CUT 2xl2 BLOCKING u al wl | eS JOB NOTCH FOR VENTILATION USE ONLY FULL 24" WIDE INSULATION BATTS WITH TJl RAFTERS. al aia — -— 4. FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS a | — eee Pes eerSaee FOR ALL INSULATION STOPS (QWENS CORNING PROPER VENT, ETC.) + —— : USED TO MAINTAIN THE AIR SPACE BETWEEN INSULATION AND ROOF Be = — #414, DOUBLE 2x6 TOP PLATE = ‘ SHEATHING. So # ~e fea qT | : 312, GGNT ds NAILER 5. A CONTINUOUS 6-MIL POLYETHYLENE VAPOR BARRIER 16 TO BE a -— #410. |x2 NAILER INSTALLED. DRAPE AN I8" STRIP OF POLYETHYLENE OVER ALL ape — | | ROOF BEAM | ( ‘ ROOF BEAMS ABOVE WEDGES BEFORE RAFTERS ARE POSITIONED AND Oo a aa | PEs PLAN DRIP EDGE FLASHING Nic AT THE TOPS OF ALL PARTITIONS THAT MEET THE ROOF. ALL JOINTS mira — | G | & MIL. ROL ~ IN THE VAPOR BARRIER ARE TO BE eng ee Fo Ni a m2 — ; #42|- MAXIMUM AND SEALED WITH A CONTINUOUS STRIP OF POLYETHY = \\ T | a | ETHYLENE VAPO ) C2 DNS ING, ke CEDAR RASCIS TAPE. SEAL THE ROOF VAPOR BARRIER TO THE EXTERIOR WALL VAFOR ul Y | BARRIER (NIC) _ BARRIER IN THE SAME MANOR. USE GASKETED ELECTRICAL BOXES AND < Oll : - J 1 2 poorer: S(t ne SEAS AE RaNEaToNs ces; le [| i 1 ae o) I | 4 = | | “ aie | yy | | ~~ 6. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG Mt wye | A Ww 7 6 | § = ie | INTERIOR LINER 6 arsenals! a ALL SS Hided, CONT UOUS var Soe THE EAVES CAUSING A BACKUP OF WATER, AN ICE BARRIER THAT CONSISTS week IG 5 6) ‘ OF AT LEAST TWO LAYERS OF UNDERLATMENT CEMENTED TOGETHER OF rT ELIS ad | r | 5 - t a all | r | EDGES \ #412. 2x4 NAILER A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN Fo 5 oO fa ld 0/9 | la i PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES aans we a TO OINT AT AST 24" (61mm) INSIDE TH | 3 OG | 3) S Foe ee ee ee MAE 2NCB, IKE VEG CEDAR SOPPIT LINERS OXTERION WALL LINE OF THE BUILDING. CONTINUE THE ICE BARRIER UP oe og | w Oe | res | Oitk = |r Oltk | ibs | BUBRLOOR TO ALLOW Oil! ALL VALLEYS, AROUND SKYLIGHTS, CHIMNEYS AND OTHER PROTRUSIONS. = SiG bi ri | 3|< | 0 & | O | 5/<{ PiLeeR TS ACY ei —_— #918-|, 2x12 RESAWN FACE —6Z2" le = 2'-O" vo ) at Ko. 8 | *91-OS8, 23/32" TEE ai ol 6 Noe nour cee © + 2'-O" CEDAR GABLE TRIM BOARD ZOOSK | O° TYP OH. 8 | B | Y1O r STRAND BOARD WITH EO | th mil ® TYP OH. 4 = es |e A So 5 - (7 iy | 153 ADHESIVE AND - {7 ) HEATING TYPICAL Sa. HAS-A TYVEK iu ~2Om Iu 5 i © - 1 © 0 *161-S, SCREWS @ . 1 if © ‘ A Insulation Alternate Systems m<ctor |oa O ~~ | —_ " B = | Z i) | Q S) | : © | B mi “IB CSS) YoY Oe SHEATHING 5 The performance of 4 ventilated roof system depends on 4 properly 6/2 i 8 | Bs *412, 2x10 FLOOR a , S ! é/2 RErER TO FLOOR OveRLATerer 6 = Jone space above the insulation aid @ completely sealed vapor Y2 0 8 | Ra) | JOISTS @ 6" occ. | a | 0 5 EXTERIOR WALL STUD CALLOUTS . EVALUATION REPORT and / or air barrier per local codes. Each rafter bay requires equal cD) < oO Ba _ ventilation at the eave and the ridge. If you are unable to insure this 7 6 Q DINING ROOM | #4lo-RC | LIVING ROOM Q r 6 INTERIOR LINER PER PLANS Opa NS you should consider alternative red avon meihocls. A closed-cell, ©} = | = 01g 6 MIL. POLYETHYLENE VAPOR PROVIDE. -UL high density, polyurethane, sorayed-in foam may be substituted for the | 0 | | 2x1ID BLOCKING | | “1 BARRIER BY OTHERS TESTING PRIOR, fiberglass batts shoun on the plans. A licensed installer who provides . oye | STAGGERED , ie | To INSTALLATION the warrantee and ineulation material must install the insulation. These (@) OY , OVER BEAMS ¢ ' DOUBLE BOTTOM PLATE @-2] INSULATION BY OTHERS Insulation systems are generally utilized in an unvented roof cavity. oO | | | FOR LIGHT WEIGHT ang Check local building department requirements along with the insulation Lo | FULL WIDTH BLOCKING TT Sener at is Sea |. a eeene x 4' x &' 2 and roofing manufacturer's warranties before considering | BELOW POSTS \ | COMPOSITE SIDING PANEL such options. Cy Lid O | | TOP OF LIGHT WEIGHT \ | | Nic BASE TRIM -——— #419 2XID RIM JOIST Following is 4 representative list of larger, national spray-foam fav} = i | CONCRETE FOR RADIANT \ ' : nee Seer Boa ELAS manufacturers. For assistance in finding a spray-foam contractor, ne “TO F HOUSE SUBFLOOR eo, FLOOR HEATING \ , visit the Spray Polyurethane Foam Alliance @ wuuwsprayfoamorg. "O Loe + —————— = En I ee rece ee ee *O1B-2. Ik2 RESAWN FACE TK a Limelal Geclar Wemes, lne.etoee not nescence ang werliculer ” = IT] Yi ea, ix Ge GER AR manufacturer, product, installer or contractor. ‘D) eS Q 3 II AN aa *423-C, IxIO RESAWN FACE Apex Foam Industries wWwWw.apexfoam.com f CEDAR SKIRT BOARD aaar winnuststne Peston 2 #21D-PRL, 3x 6 BioBased wwubiobasednet lI, WV PRESSURE TREATED SIL allel °c uu chenieaices re — a | 7m N emic esign wuw.chemicaldesigncorone ae | XL BEAM PER PLAN 55 Corbond www.coreond.com fav} gs 4 Demilec wuw.clemilecusa.com 7 R-30 FLOOR INSULATION NIC. > Foametix wuw.foametix.com Fomo Products www.Pome.com DECK PER FLAN Great Stuff wuw.greatstuff.dow.com | | lcynene wwwW.icynene.com | iS DECK FLASHING PER PLAN NIC. NGFI wwWnehicom | 0 i L|| Tiger Foam WWwU.tigerfoam.com —_ a fj ‘i Touch Seal wuw.touch-n-seal.com | | S19 a *427-HP, 5/l6" x 8 1/4" COMPOSITE SIDING unethane Gay Syakenis UU eye exon ad Yersi-Foam Systems wuw.rhhfoamsystems.com | WS GT eso at Dobe nN Pp FOUNDATION BY OTHERS s - K 2 | r FOUNDATION WALL FOR noe 2 - ¢ IG Sens = 2 COMPOSITE SIDING Stes Sw 2 | © & Haz, _ eases 19 Zuno w ec. or: | ofa poe [bs '8: | % MECHINICAL ROOM C2ESS BEGES FOUNDATION TO EXTEND TO 24S8S5 9 '8e%5 | BELOW FROST DEPTH, MIN. 12 egSses fg ss23 | BELOW GRADE, AND BE ON ZewoxXe Sesess UNDESTURBED SOIL. PROVIDE SoSzrva |G cssae PReVEe GEieuSTien ase GUTTER andl FOOTING DRAINS Oa. 5eo Pe ees | VENTILATION AIR PER MANUF. PER APPLICABLE CODE. Se, nek f Petes s | INSTURCTIONS and PER 2Seae_s a Oe Spe zoo DoF Ew APPLICBLE CODE. SGEGRR FC eess | wi Z2Uo00 eo ogee bl OO & Dp 2a ke Se oe nNnNzoaon ct > £ £ a2 i rm ay ' uJ w oo bE = LJ > a Ld Zz > a Hi on % : ele ¥ z Zz ao |Z 3 z = Qis <4 REFER TO ENGINEERING o xt Slav CALCULATIONS and z S |o 8 £0 6'-4" 6'-4" 5'-4" 5'-4! B'-4!"! 5'-4! ENGINEERING DETAILS ON S-SHEETS ATTACHED TO COUNTY PERMIT PLANS FOR ADDITIONAL STRUCTURAL INFORMATION. 232'-@"! O. S. OF CONCRETE CROSS SECTION thru C-| SCALE 1/2"=|'-@" Il CONCRETE WORKS (DESIGN and MATERIALS) BY OTHERS. 2. ALL FOUNDATION DIMENSIONS TO BE PER LOCAL CODES. 3. GRADE MUST SLOPE AWAT FROM BUILDING. 4. ALL DRAIN TILES, VAPOR BARRIERS AND OTHER MOISTURE AND WATER CONTROL SYSTEMS ARE TO BE INSTALLED PER LOCAL CODES. PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . HO M E O W N E R DI S T R I B U T O R CU S T O M CU S T O M 5, WHEN PLANS ARE ON Il" x [7" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS. 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Ta l e |2 1 / 8 0 / 7 2 SN O I S I A S Y jL v a d “G 5 3 A 0 8 d d V CN V G4 A M S I A S Y N3 3 8 SV H J9 V d SI H L NO GA N I V L N O O NO I L V W Y O S N I JH L LV H L ON I W M I S N O O JV NO A MO 1 3 E d SH O O T AH L ON P I V I L I N D Ad SO W O H Ie p a d [e p u r y ] 4, SO W O H AD P S Q (O p u r ] WO s } Ps u l d } q o }S u l f SI ju a s u o d Ua } } I U M ss a j u n ‘s j o n p o s d so n p o u d 0} pa s n aq 0} Pa u U l D j U O D UO I } O W O J U T ay } SI JO U ‘p e o n p o i d e d aq ©} Jo u st } ‘A O y a i s d o s i d pa s a p i s u o d si bu m p u p si u l , , “O N I S O T D J1 E I S S O d ON V SN O I S I A Z Y 'N O I L Y N I A N V X S - 3 Y OL LO a r a n s SI } LI “L N S W N D 0 0 SI H L NI GA L N A S 3 e d WI M S L V W ON I N Y S O N O D AS N 40 SN O I L I G N O O YO / O N V SA N W A JI B V M O T W YO 4 19 “O N LY O d d Y SO A Y S S NO W L V A W A S WN O I L V N 34 S sO N I N V A C YS E W N N N ON I M V E C WO L S N D TA q G O W PAGE I Q\ / 8 O / 2 O JL v d WO L s n o SA l y s s gD A@ NM V Y G ‘O 1 1 ND I S S I * DN I C T I N G aN n T I v ] YO L N E I Y L S I C uv e X 12 2 4Z I S LA S H S WN I S I N O 23'-6" ©. S. OF CONCRETE J 7 Z Yr di 3 Vo Eo ae vw ar y ) OO ae a0 Sx ce r ty ZA 9G re 5 Q- Oy a , < OR LE T bh . WW E 40 do l , nl OL AO O W S N S 40 dO L 1 B/ S 1- 2 if / 0 | i in | + | al i} ee ee F | | WV H E dO do l “ Ol AO C O T N E N S AO dO L 19 - 2 % YY O ie | - | Y | | ii | | | | | i | t | | | | | | | ; + (, lo = oo / / Wv s d 40 do l yi OL So o t s a n s sO SO L , SV L FE I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 7 \ I 3 \ im N \ im | o \ \ v | - \ \ ia ) \ | \ \ \ | ‘b | , Vo : % \ | \. D ie | %\ S | 2 \ O\ fe tn Va , re | S \ Wi d do do l \ Ol HO O T d a N S JO OL .9 - 8 \ i \ \ \ \ \ \ \ —- | ; \ | . on Ve n mE : | \ | al i a \ fl Ma b e Q| iN _I a mT \ 3 \ 3 iL \ : __ \ 5 CROSS SECTION thru C-4 !'-@" 1/2" SCALE FOR CALL-OUTS NOT ON THIS REFER TO CROSS SECTION C-| SHEET LO a S V H N A S | A HL S S V Y Z I T S & IN V YA N M O A W O H ORDER NUMBER KS-41054 29'-6" 14'-9" 14'-9" —_— ™ if | re us.comnuns es ROCF COVERING BY OTHERS gers Ib* FELT BY OTHERS *100-OSB, 15/32" OSB SHEATHING TRUSS PER PLAN — ian a a eee IS 7 l4 a pee “F353 eS a oe te On — i _ ———e BR *D14-1, TRUSS PACKAGE SS RoR. = ae MANUFACTURED Ss SH Ro — — Ove _~ ee Rag lo a ev FINK TRUSSES w/ OS a SOFTER gett — <OM ™ Oe a re LIGHT STORAGE a a eo —_ at CENTER a — ee = —~ Le SE vi ~ ann a Vy Al AN N | 7 = + [os = [= | |S — o|9 6 | | S | o| 4 . Lo ——\ 5/8" TYPE "®" DRYWALL — Ql a — 5 BETWEEN HOUSE and Sl aa 0. H. GARAGE a Olu Ow 2'-2 3/4 " en | | <t < 0.4. «| e | 35 88 obs | Q S) fh i i i 8 | 3 Ba Bla A 6 y | y | a nae | Yy O16 O16 Ne | Qe < mara} Palas =/0 & 0 LL 8 _ e < | Pie EIS GARAGE 18 9 | gt 915 815 6 | = ie) | |r vd | -|& | TOP OF HOUSE FOUNDATION | WALL and TOP OF GARAGE | GARAGE FLOOR SLOPES a ) | TSUAEE BOSE NOT THE SAME HEIGHT | TOP OF HOUSE |SUBFLOOR_ | Lo SS ee SSS SS SS SSS SSS eS ee rene ae } 2! =" TOP OF HOUSE SUBFLOOR 29'-6" O. S. OF CONCRETE CROSS SECTION thru C-5 SCALE 1/2"=|'-@" FULL HEIGHT VENTED BLOCKING WITH TRUSS PACKAGE #414, DOUBLE 2x6 TOP PLATE #412, 2x4 NAILERS at 24" OC. BPRIP EDGE FLASHING NIC. 91a, nb CEDAR FASCIA *144-5, CONTINUOUS VENT STRIP #4|2, 2x4 NAILER *462-C6, |Ix@ T&G CEDAR SOFFIT LINER *O\8-|, 2xl2 RESAWN FACE CEDAR GABLE TRIM BOARD *145-A, TYVER *19Q-OSB, |5/32' OSB SHEATHING REFER TO FLOOR OVERLAYS FOR EXTERIOR WALL STUD CALLOUTS INTERIOR LINER PER PLANS @ MIL. POLYETHYLENE VAPOR BARRIER BY OTHERS #428-HP, B/I6" x 4' x 8 COMPOSITE SIDING PANEL #125, SKIRT BOARD FLASHING *Q1@-2, x2 RESAWN FACE TK CEDAR *423-C, IxlIO RESAWN FACE CEDAR SKIRT BOARD RE V I S I O N S IN T I A L I N G TH E BL O C K S BE L O W YO U BY SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 FO R AL L O W A B L E VA L U E S AN D / O R OR I G I N A L SH E E T SI Z E HO M E O W N E R D2 / O 8 B / \ 2 | PR E L I M I N A R Y FL A N S 23 / Q \ N \ O |F I N A L PE R M I T PL A N S @3 / O 3 / \ 2 | AM E N D E D PL A N S IN F O R M A T I O N PA G E HA S BE E N AR E CO N F I R M I N G TH A T TH E RE V I E W E D AN D AP P R O V E D . DE A L E R AP P R O V E D CO N T A I N E D ON TH I S Li n d a l Ce d a r Ho m e s CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . IT IS SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e DR A W N BY in f o r m a t i o n co n t a i n e d to be us e d to PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . DI S T R I B U T O R ORDER NUMBER KS-41054 ae oO Le Lu O Zz Lu Q 7) Lu a = ie) ke ” > O D2 / B O E / N D CU S T O M CU S T O M E R AP P R O V E D pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r DR A W I N G NU M B E R DR A W I N G + CU S T O M $x + Se Ve ++ SN V Io GS A N A W N Y Q\ / B Q / E @ SN V Te LI N A S TV N i s AI N D / E D SN V Id LA V NI A ! Ta a l 2\ / 8 Q / 7 O SN O I S I A S Y 43 L l v d QA A Q O u d d v Y YS W O L S N S D JL V d Ga A Q O d d d v YA WI G “G 5 3 A 0 d d d V v OG N V GS M a I A a d y N3 4 8 SV H 49 V d SI H L NO GA N I V L N O O NO I L V W H Y O S N I SH L LV H L ON I N Y I A N O O SV NO A MO 1 3 E d SH O O 1 8 SH L ON I W I L I N I AG SO U I O H Ie p a d [e p u r y ?Y O 4 JO N S C I S S Y WO L S N O , SA W O H AD P I D |O P U l ] WO 1 L Pa u l d y q o ys l } SI }U a S U O D Ud } } I U M SS a j u n ‘s j o n p o u d sa n p o u d 0} pa s n 3g 0} Ps U I D ] U O D UO l } O W O J U I ay } SI Jo u ‘p a o n p o l d a s aq 0} JO U SI }{ ‘A s p y a l i d o s d pa s a p i s u o d si bu i m o u p si u l , , “O N I S O T D JI E I S S O d ON Y SN O I S I A Z Y ‘N O L L Y N I N V X 3 - 3 Y OL LO I P E N S SI Ll “L N S N N O O d SI H L NI G3 L N 3 S 3 u d WI N A L V W ON I N S Y J O N O D AS N 40 SN O I L I G N O D YO / O N V SA N W A J1 I 8 V M O T W Od 19 % ‘O N LY O d 4 d Y SO I A N S S NO I L V A T I W A S WN O I L V N 34 S sO N I N V A C YA E W N N ON I M V A G Wo l s n > ‘T A 0 O 0 W PAGE 13 Q\ / 8 O / 7 O 41 i v d Wo L s n o Sa l y 4 a s aD A@ NM V Y G ‘O 1 1 NE I S S d * ON I C T I N a SN T I V Yy O L N A I Y L S I G iv e x ce 4Z I S LA S H S WN I S I Y O T Q/ O oh ‘a i RX ) 7 | | | Bl I v i d do l 31 g n o d s o O do l 4 Ol MO O T A N S 4O dO L 9- 2 i | | | | a | We | al Z | 4 | _j | * fa ) | | | | | | | Mm 1 | fi | © = |Z al d | ee %) Le | ) | +d ) | {f j —, L | Ss xt 4+ - — - — - — - —- — -— -— -— -— -— -— -— -- B= ; \ Se n | o WV a e 40 do l | \ , OL SO O N N S JO dO L . SI / AI - . 2 i | pe c s ee | | | | sa s | | —~ —_ l ay | : Fo c ib ae , Qy F UW | 94 4 UO <t Y x MV yO | AQ T Ww W OE O R Y ) tf | yi e Q 2 Mo l | Fi v e do l 3a q a n o d 40 do . | Ol MO O T M E N S 4O SO L , A/ G AI - . S | | | y dt ° sd py = SS S SS = — — = — r — 0) & uu X GP L i zi g N Te w ot i N Qa q e \ = OO X At ar g Wa 40 do l / OL MO O T H E N S 4O dO L l 19 - 2 I l = [= = = = = |] | : aa Q/ O | nN ; b= I “. T LO A a V H N A S ! S HL S A S E V Z I T S # IN V YA N M O A W O H /2"=|'-@" CROSS SECTION thru C-6 SCALE ORDER NUMBER KS-41054 tl e $L e $M 4D $e $ Gx Ga A Q O u d d v Ya W O L S N D :Y O 4 $V # $e SN V Ie GS H A N A N Y Q\ / G Q / E @ SN V Ie Li N W a a d TV N i s QA N G / e @ 4L v d GQ a A Q U d d v Y YA WI 5 A d SN V Id AA V NI A ! Ta a l Q/ S 2 / 7 O NO I L V W Y O SN I SN O I S I A A Y Jd L V d “Q s A A 0 d d d v V OG N V GS M 4 I A a Y N3 3 9 SV H 30 V d SI H L NO GA N I V L N O O SH L LV H L ON I N A X I S N O O D 3e V NO X MO 1 9 8 d SM O O 1 d SJ H L ON I W I L I N ) Ag SJ O N A G I S S Y WO L S N O SO U I O H ] Ie p a s [e p u r y 1, SQ W O H AD P I D | O P U l ] WO , Po U l b } q o 4S A l } SI ju a s u o d ua } } I U M ss a l u n ‘s j o n p o i d so n p o u d 0} pa s n aq 0} pa u l D j U O d UO ! O W L O { U I 84 } SI JO U ‘p e o n p o u d a y aq 0} }o O U SI } ‘A j o y a i s d o s d pa s a p i s u o d si Bu l m o u p si u y , , “O N I S O T I D JI E I S S O d ON V SN O I S I A Z Y ‘N O L L Y N I N V X 3 - 3 8 OL LO S P E N S SI LI “L N S N N O O C SI K H L NI Gd L N 3 S 4 e d WI Y A L V W ON I N S S O N O D AS N 40 SN O L L I G N O D YO / O N V SS N WA J1 a V M O T W ¥O 4 19 % “O N LY O d 3 Y JO I A Y A S NO V A WA G TW N O I L V N 34 S sO N I N V A C YS a E W N N ON I M V E C Wo O l s n > TE A q O W PAGE 14 2\ / 8 O / 7 O jL V d Wo l s n o Sa l y d a s =e ) Ad NM V d Y G ‘D T T NO I S E & ON I C T I N G AN T I V ) YO L N E I Y L S I O uv e x u GG 4Z I S LA S H S WN I S I N O : aL Q| O af re => —— — S S S S — 1 ff ey ii a || ‘K , | | FL V Id dO l 31 G N O d 30 do l | | Ol MO O T M E N S AO dO l 19 - 8 | : | RY Ss - +t | RY q | tA ] | yr | | | 7 a | WI V d a 40 do l | | OL HO O T W E N S 4O dO L , F/ E l L. A | | a H z EE @ YY || i i a | | m BA K ) | ° @| 9 | | | x Se | | io Lo | S | | | | | | | — ££ | | | =. TF oo 2 RE SM M = = == - + -— - — - — - — - — - — =e ; | __ W V v s e sO do l | ot ia t ea e JO do l . A/ A- . z ! | | | ” | 7 : | | Y | | | Q ; Lo WW | = oe - po pa t SS S TS S se Vv . . . tt lu ft dD | Lt | Bl v d do l Ft e n o d wo do r E i: Ol MO O T H E N S HO do l . F/ G 9- . I ) qT _, , = Hs aa a ee e el _] a i -t M 0 au i wy F5 o a yo r oa t X Wi n g M ZL I pr y Te w oU z 4 M gi a Sy z LY QP QV io M = S \) AO Hi n i - NS X 7 ar g Yo s u i Ml i , WY S E 40 dO L OL Mo o T H E N S 4O do l 19 - 2 M [= = = S| |S |] | 2'-@" TYP O.H. LO a S V A N A S | S A HL S a a e V Z I T S & TN V d YA N M O A W O H =|'-@" 72" CROSS SECTION thru C-7 SCALE ORDER NUMBER KS-41054 EXTEND WALL SHEATHING TO BOTTOM OF LEDGER 2x FIRE BLOCKING *180-6, SIMPSON TIE STRAP (LSTAIS5D ON TOP OF RAFTERS at SPLICE *180-6, SIMPSON TIE STRAP (LSTAI5) MO O a n n e 7 SEE SCHEDULE FOR RIDGEMOLD, USE #1732, RIDGE VENT PER PLAN OVER TJl RAFTERS at RIDGE VENT PER PLAN 12" a 2 cles ROCF SHEATHING FER Flan RAFTER SPLICE (IF APPLICABLE) e ROOF SHEATHING PER PLAN RANDOM LENGTH 2x4 > BLOCKING BETWEEN RAFTERS. a BE SURE TO MAINTAIN 2" OF \ AIRSPACE ABOVE INSULATION AT BLOCKING. ll as \y\ yo Z| Zz \ FULL HEIGHT 2x BLOCKING Tt} <I), Wig ene once ee as MIO-RL, 2X10 LEDGER, USE e) 0) 4 : ft INSULATION PER PLAN. NOTCH FOR VENTILATION. SOOE LINER PER PLAN (3) #113, led E.G. SINKERS AT viel) © (FILL ALL VOIDS w/ INSULATION) a EACH STUD LI) | Ww = ut y | & XN - NIC., CEDAR TRIM so METERS 7 1 , PER PLAN SEE WEDGE SCHEDULE, USE r = e ABE S$) 0] 8 al af A Qg| a] a lod EG. SINKER NAILS at 12" oc. #113, 60 EG. SINKERS "18-25 HANGER ROOF BEAM PER PLAN NIC. CEDAR TRIM —_________ ROOF BEAM PER PLAN 2x FIRE BLOCKING (AS REQUIRED? INTERIOR LINER PER PLAN = Oo KR N < 2 65 a LOW PITCH RIDGE CONNECTION with 5.1/8" BEAM (UP TO 4/12) = \ LOW PITCH ROOF TO 5.1/8" BEAM CONNECTION (UP TO 4/12) (a) CLERESTORT CONNECTION oe SCALE |" = 1'-o" SCALE |" = |'-o" ae, SCALE 1" = I'-o" DLIRIGIO - ol yi. we LWA OF Ou Ch, ee QO at - a0 i mM Oe > = Ya ia 5 LJ TQ ju Tort |> o NLC. ROOFING -o_.|2 7 z a O=SOZla < NIC. FELT Zu ,* os = aed Li 12O-O8B, 15/32" OSB SHEATHING SHEATHING TER LAN se rae fe 3 sox O a2 RATTERS AT 24" Ge, RIDGE VENT PER PLAN "120-6, SIMPSON TIE STRAP (LSTAIB) 207 Ww [4 = 120-6, SIMPSON TIE STRAP (LSTAIB) OVER RAFTERS at RIDGE Wz > | a NLC. INSULATION een mA 1c. ON TOP OF RAFTERS at SPLICE ator 1a 0 #48), 2xI2 BLOCKING JOB NOTCH FOR VENT RAFTER SPLICE (IF APPLICABLE) Jets NETH la $ ROOF SHEATHING PER PLAN a 6 WEDGE PER SCHEDULE SANDOM LENGTH ued CLEAR DRIP EDGE FLASHING NIC. / | eee ee < \ \ AIRSPACE ABOVE INSULATION O ; AT BLOCKING fs #41, Ix2 NAILER SN \\ | | i *412, 2x4 CONT. NAILER - \ fa RANDOM LENGTH SOLID BLOCKING DAL . oor s saiheiiiieaianiiee ial \ BETWEEN RAFTERS. ALTERNATE “46 LTO} EACH SIDE OF RIDGE. JOB "180-5, SIMPSON H25 ——— —— \ NOTCH FOR VENTILATION. fav} Gi NIC, CEDAR TRIM fa CEDAR FASCIA PER PLAN ZO / [— - ao) n Z [ | Li) SEE WEDGE SCHEDULE, USE 4 De - lod EG. SINKERS | | CONTINUOUS VENT STRIP PER PLAN ‘AF BO" GE. SEE SCHEDULE FOR RIDGEMOLD, USE ay ( ) = SOFaT i NES BSS Saw lod EG. SINKER NAILS @ 12" OC. = 2 #412, 2x4 NAILER 24" OC. BEAM ER LAN BACH SIDE STAGGERED ROOF LINER PER PLAN ' cc a #412, 2x4 CONT. NAILER ROOF BEAM PER PLAN (IF APPLICABLE) CEDAR TRIM (NIC) O 414, 2x6 DOUBLE TOP PLATE e a py le EME CONNECTION - LOW PITCH ROOF TO BEAM at RAFTER SPLICE (3/12 TO 6/12) - \ LOW PITCH RIDGE CONNECTION (3/12 TO 6/12) —_ -) x SCALE 1" = I'-o" SCALE |" = 1-9" nen @ ae: Sene& Sod o B2= 2 sels. } ™~ WW = om So Gees P csiss 25822 PF olsss SiZos. Pe as < a S83 2 2 B 3 a & N.C. ROOFING _ ZzEZG2%5°0 caece bia) Fu © bi oO ae 5 NIC. FELT = g2szeu esses = KL a = 2° 8 ; ; J 18.4349 ° is SS2S "eG 22558 12Q-OSB, 15/32" OSB SHEATHING — Q peepee § bie. = 2e58g J Seeks 2x12 RAFTERS AT 24" OC. r : 3 ge f fesse PITCH WEDGE PART * RIDGEMOLD PART * 3 /3 V3 7 #48), 2x12 BLOCKING 3, ya y y ry 4 ole aN venl 3/2 JOB CUT FROM #412 JOB CUT FROM #412 ” ag ke 5 WEDGE PER SCHEDULE 4/12 *ole *e19 uw > =. DRIP EDGE FLASHING N.C. B/i2 | | JOB CUT FROM #412 JOB CUT FROM #412 = 2 z 3 |Z Z z = V/s < 6/2 *62| *622 = oe - of #410, x2 NAILER ; ; = Ss) a a . | oe "4 1sile V2 JOB CUT FROM #623 JOB CUT FROM #624 N WALL TO ROOF & | *1BO-b, SIMPSON H25 a F B/l2 “623 “O24 CEDAR FASCIA PER PLAN || Pal % a/l2 JOB CUT FROM *614 JOB CUT FROM #615 JOB NOTCH SOLID BLOCKING . _ ~ TO ALLOW FOR VENTILATION k- 0 _/ — ID/\2 JOB CUT FROM *6l4 JOB CUT FROM *615 i" =| CONTINUOUS VENT STRIP PER PLAN ° : + 3 ‘ 12/12 *o14 “515 Zz 8 SOFFIT LINER PER PLAN AY = yeu i i #412, 2x4 NAILER 24" OC. a ‘ ig/i2 #637 *o19 im a BEAM SER PLAN C y #B 19 NOTE IF WEDGE IS USED WITH A PLANK a 2 ie 0 CONNECTOR PER ROOF SYSTEM, THEN THE WEDGE AND RIDGEMOLD Won |O = PLAN N MATERIAL WILL BE EXPOSED GRADE. THE PART NUMBER $ 1/5 a WILL HAVE AN "FE" DESIGNATION. le. 6I8-FE 5 7 lO oo y Hale = O =) =! D ; ot /YM < a) (> 4/12 EAVE CONNECTION--6/I2 SIMILAR = \_4/2 WEDGE and RIDGEMOLD ) \ WERGE SCHEDULE (\_YENT BLOCK DETAIL el a G SCALE 6" = I'-O" DASRIDO4-21 WEDGESCH SU SCALE |" = 1'-@" VENTBLK ORDER NUMBER KS-41054 pm ee 2, SIMPSON ST2215 STRAP AT FLOOR BEAMS. BEAMS PER PLAN / LAP WEDGES 24" AT ROOF i ais ~J eH pa = |S Ps = aie Zz = |o 9° o 0 [-—*% ea "T" CONNECTOR a ° EACH SIDE WITH (e), B/S" HEX HEAD BOLTS ° mes AND 5/8" HEX NUTS T oe al a vy 3"-12" BEAMS ¢ 18@2-l6T, lEleHTPC FOR |3 1/2" AND LARGER ~7— POST PER PLAN | USE *182-12T, I2I2HTPC WITH | | | 3.1/8" WIDE MEMBERS USE *190-55B, 5/8" x 5" BRIGHT HEX HEAD BOLTS. 51/8" WIDE MEMBERS USE *190-51B, 5/8"% x T" BRIGHT HEX HEAD BOLTS. 6.3/4" VIDE MEMBERS USE *190-59B, 5/8"0 x 3" BRIGHT HEX HEAD BOLTS. USE *191-5B, 5/8"$ BRIGHT HEX NUTS ON ALL EXPOSED CONNECTIONS EXPOSED POST AND BEAM CONNECTION WITH EQUAL SIZED BEAMS [~ BEAM PER PLAN _|z alr Zz TF = wlZ ir Oo Oo 0+ r LI ° "L" CONNECTOR ° @l2 EACH SIDE WITH (5) T sp 5/8" HEX HEAD BOLTS |= AND 5/8" HEX NUTS ] px USE *18Q-12L, 2I2HLPC WITH | 9"-12" BEAMS ¢ 180-I6L, I6leHLPc FOR 13 1/2" AND LARGER , ~+}— POST PER PLAN 3.1/8" WIDE MEMBERS USE *190-55B, 5/8" x 5" BRIGHT HEX HEAD BOLTS. 5.1/8" WIDE MEMBERS USE *130-51B, 5/8'¢ x 1" BRIGHT HEX HEAD BOLTS. 6.3/4" WIDE MEMBERS USE *190-535, 5/8'e x 9' BRIGHT HEX HEAD BOLTS. USE *191-5B, 5/8"¢ BRIGHT HEX NUTS ON ALL EXPOSED CONNECTIONS EXPOSED POST AND BEAM CONNECTION WHERE BEAM DOES NOT CONTINUE Ee *18Q-2, SIMPSON *672215 STRAP at FLOOR BEAM ONLY (LAP WEDGE 2'-2" at ROOF) TOP PLATE OF WALL (DOUBLE PLATE OR PBA @ EXT WALL) EQUAL SIZE BEAMS PER PLAN 2x STUD EACH SIDE OF POST w/ #113, lod EG. SINKERS at 24"0.c., (4) MINIMUM at BEAM POST FER FLAN EQUAL BEAM SPLICE IN WALL #18Q-2, SIMPSON #572215 STRAP at FLOOR BEAM ONLY (LAP WEDGE 2'-" at ROOF) TOP PLATE OF WALL (DOUBLE PLATE OR PBA @® EXT WALL) wae | BEAMS PER FLAN 2x STUD EACH SIDE OF POST w/ *1713, lod EG. SINKERS at 24"0.c., (4) MINIMUM at BEAM NOTE - USE THIS CONNECTION WHEN BEAM DEPTH DIFFERENCE |S LESS THAN 4". (NOTCH POST NOT BEAM) (~\_BEAM SPLICE CONNECTION IN WALL Py SCALE |" = I'-@" POST PER PLAN TOP PLATE OF WALL (DOUBLE PLATE OR PBA @ EXT WALL) BEAMS PER PLAN | | | | | | OF POST w/ #113, led EG. SINKERS at 24"0.c., (4) MINIMUM at BEAM | \ \ PJ | Sa 2x STUD EACH SIDE | pa POST PER PLAN BEAM IN WALL p— TOP PLATE OF WALL (DOUBLE PLATE BEAMS PER PLAN / @ BEARING WALL) —— 2x STUD w/ *113, lod EG. SINKERS at 24"0.c.,, (4) MINIMUM at BEAM "180-2, SIMPSON —— | $72215 STRAP. _ POST FER FLAN = BEAM IN WALL RE V I S I O N S SCALE I" = I'-O" SCALE I" = I'-9" SCALE I" = I'-o" SCALE 1" = I'-O" SCALE |" = I'-o" VALLEY FLASHING NIC. CAUTION MAINTAIN MINIMUM | 1/2" #414, 2x6 VALLEY NAILER CLEAR AIR SPACE FROM EAVE TO RIDGE FOR PROPER ROOF — RIDGE VENT EXTENDS TO VENTILATION WITHIN APPROXIMATELY i3" OF VALLEY [> 6 MIL POLYETHYLENE VAPOR BARRIER UNDER RAFTERS UILT-UP BEAM eee ea ae i 180-4, CONNECTOR / BUILT-UP BEAM TAPE WITH 3" MIN. LAP AT ALL “4, C \ PER PLAN JOINTS. EACH SIDE w/ (2) #189, oS (1) “eee, SIMPSON sec we oe ee ee ee i ts i we i fe i ek ew es at EACH CONNECTOR POST and FLOOR K BEAM [POLYETHYLENE TAPE / y / — SHEATHING PER PLAN io VA | AT ALL JOINTS. 3" MIN. OVERLAP \ iM | SRE STING PES Tes AT ALL JOINTS. ZA > 2x RAFTER @ EACH SIDE ee = ae — OF ROOF BEAM es SS - L__F_OOR JOISTS i > L__F_OOR JOISTS AN (2) 1/2" CARRIAGE BOLTS PER PLAN PER Pe | L— ROOF BEAM PER PLAN @ MIL. POLYETHYLENE VAPOR BARRIER ON ALL WARM SIDES OF EXTERIOR WALLS AND ROOF. CUT 18" WIDE STRIP OF @ MIL. POLYETHYLENE VAPOR BARRIER AND DRAPE OVER ROOF BEAMS AND PARTITIONS BEFORE INSTALLING RAFTERS. YAPOR BARRIER DETAIL UW ye PER PLAN (2) 1/2" CARRIAGE BOLTS [NI BY OTHERS RAFTER TO BEAM CONNECTION DLIR26@2@ - 2 (NIC) BY OTHERS #48], 2xl2 RAFTER @ EACH SIDE OF BUILT-UP ROOF BEAM DRILL MINIMUM 3" DIAMETER HOLES OR CUT 3" x 3B" SLOTS IN PLYWOOD IN EACH RAFTER BAYT AT 2'-®" O.C. MAX. FOR VENTING OF LOWER ROOF CAVITY. DRILL OR NOTCH 2" x 3" SLOTS IN EACH RAFTER BOTH SIDES OF VALLEY TO GET VENTILATION FROM SOFFIT VENTS INTO ROOF OVERLAP AREA. @ MIL POLYETHYLENE VAPOR BARRIER WITH 3" MINIMUM LAP AND POLYETHYLENE TAPE AT ALL JOINTS. Nee *1802-4, CONNECTOR BEYOND #414, 2x6 STUDS @ 24" OC. —— SEE WEDGE SCHEDULE, INVERTED —— SOLID BLOCKING AND INSULATION SUPPORT | SUPPORT POST BEYOND | PER PLAN | LOW SLOPE ROOF OVERLAP DETAIL FULL WIDTH BLOCKING UNDER POST FLOOR BEAM PER PLAN CONNECTORS and LAGS PER PLAN POST BELOW PER PLAN CIF APPLICABLE) BLOCKING PER PLAN EXPOSED POST TO JOIST FLOOR FULL WIDTH BLOCKING UNDER POST FLOOR BEAM PER PLAN CONNECTORS and LAGS PER PLAN PI L L BR POST BELOW PER PLAN CIF APPLICABLE) BLOCKING PER PLAN POST TO JOIST KK FLOOR IN PARTITION NTS DLIR312@ - 2! NTS Pe DLIRZ2ID - OI SCALE I" = 1-0" DLIFLESO - oI SCALE I" = I'-o" DLIFL55I - a IAW _ _ co coon SCHEDULE "A" W=WIDTH D=DEPTH ROOF SHEATHING PER PLAN dies \ NIC. FELT 3X BUILT-UP BEAMS PLACE 2x RAFTER *4ll, 2x2 NAILER ; ' FLUSH with WALL FRAMING TEHG2>), lian” GSE SARA TING BEAM HEIGHT W D DRIP EDGE FLASHING (N1I.C.) 212 RAFTERS AT 24" OC. aan . a 3 af 2x10'S 5.1/2" 6.3/4" | 41D, x2 SPACER C N.C. INSULATION _ me a aan" *414, 2x6 NAILER y #481, 2x12 BLOCKING || FASCIA AN JOB NOTCH FOR VENT , ROSP ENES FES Fes ae \ mee VENTILATION \ I —— 1/2" AIR GAP (TYPICAL) (3) SIDES WEDGE PER SCHEDULE + DRIP EDGE FLASHING NIC 3x6 TREATED SILL PLATE eras in, oN ao PLAN VIEW See ELA FR D D INTERIOR LINER PER PLAN NN SOFFIT LINER PER PLAN EXTERIOR WALL PER FLAN EXTERIOR SIDING PER PLAN ee e ee s ee e OVERHANG DETAIL at RAFTER GABLE END L SCALE |" = |'-@" #410, Ix2 NAILER #412, 2x4 CONT. NAILER WALL TO ROOF *18@-5, SIMPSON H25 5 = CEDAR FASCIA PER PLAN N _/ CONTINUOUS VENT STRIP FER PLAN / SOFFIT LINER PER PLAN #412, 2x4 NAILER 24" OC. #412, 2x4 CONT. NAILER 4|4,2x6@ DOUBLE TOP PLATE *D\8-1, Ixl2 CEDAR JOB RIP TO FIT f (Mm) FREEZE BOARD AT EAVE WINDOW TOP OF BEAM MUST BE EVEN w/ TOP OF SILL 4 ae 1/2" AIR GAP \ NOTE - AT CONTRACTOR'S 3" DISCRETION, ADJUST ” MIN: DIMENSION TO SHIM THE BEARING BOTTOM OF THE BEAM TO PREVENT BEAM-TO- CONCRETE CONTACT. SECTION VIEW BEAM POCKET WALL MUST BE DEEPER TO MATCH BEAM HEIGHT SCALE 11/2" = |'-@" IN I T T I A L I N G TH E BL O C K S BE L O W YO U BY SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 F O R AL L O W A B L E VA L U E S AN D / O R OR I G I N A L SH E E T SI Z E HO M E O W N E R @2 / O 8 B / I O | PR E L I M I N A R Y PL A N S D3 / Q \ N @ |F I N A L PE R M I T PL A N S 23 / O I A / \ O | AM E N D E D PL A N S IN F O R M A T I O N CO N T A I N E D ON TH I S PA G E HA S BE E N RE V I E W E D AN D AP P R O V E D . AR E CO N F I R M I N G TH A T TH E DE A L E R AP P R O V E D g : Ss = © se) oO O - E —] CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . IT IS SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e DR A W N BY in f o r m a t i o n co n t a i n e d to be us e d to PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . DI S T R I B U T O R ORDER NUMBER KS-41054 CU S T O M RE S I D E N C E D2 / O D B N D FO R : CU S T O M CU S T O M E R AP P R O V E D pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t DR A W I N G NU M B E R is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r DR A W I N G + CU S T O M (3) 2x WITH 1/2" PLYWOOD N BEAM DIRECTION (TYP) BETWEEN EACH MEMBER. == asa = “ & "66, 20d AT 32" OC, REFER TO ENGINEERING AT TOP AND BOTTOM CALCULATIONS and EACH END AND EACH SIDE Ps ENGINEERING DETAILS ON SIDING TYPE TRIM PART S-SHEETS ATTACHED TO COUNTY PERMIT PLANS FOR EX T E R I O R SI D E | | 4 1) ®D Ho pee NE gueLG ler ADDITIONAL STRUCTURAL = ee WITH (2) lod AT LAPS = a: PARALLEL with BEAM AND INTERSECTIONS EXTERIOR WALL aBove (TYPICAL) #425 (|x & BEVEL) #46OO0-C #428-HP B/l6" x 4' x 2g COMPOSITE PANEL EXTERIOR WALL #4322 (ll/lo x & BEVELD ®¥408-C t1o meieil S SIDING with #112, 6d GALV. SIDING “ Ble | v \Y | i) NAILS AT 6" oc. at PANEL EDGES and L a 12" oc. TO EACH STUD. FOLLOW ALL #452 (| x & HORIZ. T&G) RE-CUT SIDING | a aa a iia MANUFACTURERS INSTURCTION. | | 5 ! D - | #130-109, SIMPSON MSTA-20 STRAP #427 (HARDIFPLANE #468-C l LINER PER PLAN sya" D| 9 BUILT UP HEADER USING < qI|< : : AT 4'-O" OC., CORNERS, POSTS TO (3) 2x WITH 1/2" PLYWOOD l a | Stee Eee eee FLOOR, BEAM TO POSTS AND AT os ae fee Wine, Soc ay eet oe DOUBLE TOP PLATES WHERE BROKEN #450 (ROUND LOG) #4)/3-C | INTERIOR PARTITION ~ lel si At tae Lue BSTiOM BY POSTS OR BEAMS Yiy]o STAGGERED WITH (2) AT | 2x BLOCKING REQUIRED I] @| 4 a 4 i EACH END AND EACH SIDE : | | END NAIL TOP PLATE TO | oy AT ALL EDGES r/o a STUD WTH (2) #173, led dl2l4 “AeA PER - eae ae | EXTERIOR WALL PER PLAN 4 GLULAM Post wl zie ON HOUSES WITH PRE-STANED SIDING | Mju < THE PART DESIGNATION WILL CHANGE SIRES coon ici eae IL SHEATHING PER PLAN | | S| 6 8 i} sl Ran ie | | N roa) fon) ati FREE STANDING S| 8/8 —— | — ™ EXTERIOR SIDING PER PLAN NOTE - DO NOT DRILL HOLES THROUGH POSTS FOR a6 ANY REASON (LE. WIRING, PLUMBING, ETC.) Poe =2u Oe aa) WW EXT. WALL TRIM SCHEDULE PLYWOOD SPLICE : POST ORIENTATION DETAILS aso Ur o=-> 4 CA "180-109, SIMPSON MOTA3@ STRAP SCALE 1/2" = 1-9" DASWAIZ® - OI SCALE 11/2" = I'-0" DASWAIID - aI SCALE |" = |'-O" DASWAEOO - Ol bd LK TT} D AT 4'-2" OC, CORNERS, AND POSTS OOF oes ~ LI | . xa << TO FLOORS SFOu Sik | OQ <I> SS : 3 atria S a j he | | JOB RIPPED TRIM - Dt ye IA > a an i | STUD TO SOLE PLATE with RAFTER TO RAFTER —— ute lw O : Lee ||| (2) #113, led GALVANIZED *180-6, SIMPSON LSTAIS Te |S ina i “Ue SINKERS, END NAILED or with ie eo Soo, |2 7 _ f en 76 (4) "164, 8d GALVANIZED INTERIOR LINER oe ik aa sn ; OsS0Z a <q SEE CROSS SECTION FOR SHEATHING TYPE. BOx, TOE NAILED eel ant F R ’ 92° |e jer 4 i | “a, O ag 12" oc. ALONG INTERMEDIATE SUPPORTS FACE NAIL DOUBLE $Tups | FLOOR JOIST OR BLOCKING ee OVER FLASHING / EOE =x |e 2 uN i = WITH #113, led AT 24" OC. wit i EXTERIOR WALL \ SEALING TO SHEATHING [/) 2° iy |4 haa ie: _ Zs: |G Yn PER PLAN I" 5 ere ns v #43|-SF CEDAR SHINGLE meorlo O — “a GABLE SIDING 218-3, x4 TK #427, COMPOSITE LAP EXTERIOR WALL ’ {a8- = i RESAWN FACE CEDAR eee We eee [| PY SIDING w/ *165-HP, 2" GALV. SIDING OUTSIDE INSIDE cD) NAILS at EACH STUD. |" FROM TOP EDGE 4 a Fe & 3/8" AWAY FROM ENDS. ALL JOINTS MUST LJ BUTT TOGETHER OVER A STUD and BE Am Ie — NAILED at EACH SIDE OF THE JOINT. CORNER DETAIL NM > (@) a PS Al an Oo #145-A, TYVEK (PANEL SID ING) #D 18-1, 1" x 12" TR WALL TO ROOF LL RESAUWN CEDAR TRIM "120-5 SIMPSON H25 Lu \ 1/4" JOB RIPPED TRIM = S > ~ CUT AWAY 45-A, TYVEK|——= i i \ — PERIMETER BEAM ASSEMBLY OR ae) n INTERIOR LINER PP DOUBLE TOP PLATE Lu BLIND NAIL APPLICATION 2x2 NAILER PER PLAN CAULK N o& 2" x 120 ga x 3/8" SIDING NAIL NLC. —|+ | Pe. anes, BEEO y ld @ BE C ) = | — COMPOSITE PANEL SIDING ) comresite_| EXTERIOR WALL FLOOR TO FLOOR | DA Doo PER PLAN 180-103, SIMPSON MSTAZ@ oO a) — WHERE WINDOW IS aa O A _L—__— BELOW GABLE TRIM TO —T D18-3, Ix4 TK eee UNE HEAD | DE ENLARGED VIEW IN CIRCLE RESAUN FACE CEDAR - Cc \ eure REE a SHEATHING PER PLAN . BLIND NAIL APPLICATION SS CORNER DETAIL | ISOMETRIC of PERIMETER WALL CONSTRUCTION \ - (HORIZONTAL SIDING) a GABLE SIDING TRANSITION t . S aS = SCALE 1/2"=1'-o" (8) COMPOSITE SIDING *4D2, /4"x\.1/2" SCALE 11/2" = I'-o" NOT TO SCALE RIM JOIST PER PLAN zea 2 ~ ¢ STARTER STRI I Save Sa, & RTE RIP | =r weele B208 \> aOe& BoB Ee | SIDING PER PLAN SIDING PER PLAN ANS 7 Baz Sz sp 328 . Z>o = Co a = 2 / se RS egegee Paice: 195 FLASHING 195 FLASHING ee ZEGRLES S527 gS Pes eS ee as il =z oS Zz ao re 2 ry § = 3 —— INSTALL TYVEK OVER —— INSTALL TYVEK OVER —— PERIMETER BEAM ASSEMBLY OR ZenolB § eoees FLASHING TAPE DOWN FLASHING TAPE DOUN DOUBLE TOP PLATE EX 6ERD of. © TO TOP OF TRIM TO TOP OF TRIM 265508 See ee #*D1B-2 |" 2" T *218-2 |" x 2" TK SS a oe as gE Ho SPSS cevee~ eee ee CEDAR TRIM —— ADHERE FLASHING TAPE —— ADHERE FLASHING TAPE \ wZoER2 Pras y OVER FLASHING , OVER FLASHING CAULK CAULK SEALING TO SHEATHING SEALING TO SHEATHING \ 7 - SIDING PER PLAN SIDING PER PLAN is mi ‘an Caan WALL TO FOUNDATION S #423-C, |" x 1D #423-C, |" x 1D | *18D-109, SIMPSON MSTAZO iy Ss 123-C, I" x 1O" -C, I" x 10" = WRAP UNDER SILL tu a RESAUN CEDAR SKIRT RESAUN CEDAR SKIRT | Tse FLAGHING 185 FLASHING ae L ¢ > a ‘ = = Qg | o LC lz Z HI PORCH SLAB PORCH SLAB iN SHEATHING PER PLAN 2 Z a 25 oe —— \ his z 8/2 3 PN cau CAULK eR le Soe A "18-2, |" x 2" TK “18-2, |" x 2" TK s) la) fa) CEDAR TRIM CEDAR TRIM INSTALL TYVEK BEHIND INSTALL TYVEK BEHIND RIM JOIST PER PLAN SKIRT BOARD, BEHIND SKIRT BOARD, BEHIND FLASHING and TYVEK FLASHING and TYVEK es | FROM ABOVE. EXTEND FROM ABOVE. EXTEND Ce oe tee TO BOTTOM OF SKIRT TO BOTTOM OF SKIRT = — | BOARD BOARD L v | ; - #423-C, I" x IO" *423-C, |" x 10" M = /2" AWUF P. T. PLYWOOD 1/2" AWUF P. T. PLYWOOD , "4 Sa | 4 FOR GROUND CONTACT FOR GROUND CONTACT | Le RESAWN CEDAR SKIRT | a RESAWN CEDAR SKIRT 4 =| 5 | / w/ FLASHING WHERE w/ FLASHING WERE | — = [ Z 5 PORCH OR FINISH PORCH OR FINISH \ . a . lu GRADE ARE WITHIN 6" GRADE ARE WITHIN 6" | 1 2% TRESS Sie mY a OF TOP OF CONCRETE OF TOP OF CONCRETE 4 CAULK A | <J PLATE PER PLAN " - | FOUNDATION WALL. FOUNDATION WALL. | | with FOAM SEALER Fa Nj ARE NIC. ARE NIC. | SIDING PER PLAN = ul ra | STEM WALL PER PLAN et i6 a b | BNE S > | PS [> [> \ = im > . DEEPER BEAM POCKET 2xIO PT. LEDGER and | O ae re re at RAISED FDN WALL CONNECTION TO eS ~ le a 5 5 CONCRETE N.C. Ss SsurF 4G Ke D D oz j;]Y < =) 3s Teilias 0 ) SKIRT BOARD at FORCH SKIRT BOARD at PORCH KIRT BOARD wu/ SIDING BELOW SKIRT BOARD CONTINUOUS LOAD PATH | NOT TO SCALE J NOT TO SCALE NOT TO SCALE NOT TO SCALE na SCALE |1/2" = I'-o" ORDER NUMBER KS-41054 GENERAL NOTES |. THE USE OF SHIMS AROUND WINDOWS IS COMMON PRACTICE, HOWEVER, THESE SHIMS ARE NOT SHOWN ON THE DETAILS. SIZES ¢ PLACEMENT MAY VARY. TOLERANCES HAVE BEEN DESIGNED INTO THE BUILDINGS FOR THEIR USE. 2. ALL JOINTS SUBJECT TO AIR OR WATER INFILTRATION MUST BE ADEQUATELY CAULKED, SUCH AS AROUND WINDOWS, DOORS AND BEAMS PROTRUDING THRU EXT. WALL. 3. ALL CONNECTORS, NUTS, BOLTS @ WASHERS ARE AS PER PLANS. 4. IT 1S VERT IMPORTANT THAT THE PROW WALL BE CONSTRUCTED ACCURATELY, ACCORDING TO PLANS, TO INSURE PROPER FIT OF WINDOWS. 5. CLEAR CEDAR TRIM (#411-C, Ix4 € #412-C, Ix6), IF PROVIDED, I$ SUPPLIED IN ONE FOOT INCREMENTS. CHECK PARTS LIST FOR LENGTHS AND QUANTITIES. PLEASE VERIFY LOCATIONS FOR ALL PIECES OF CLEAR CEDAR TRIM BEFORE INSTALLATION. @. SOME MATERIALS CALLED OUT IN THESE DETAILS MAY NOT BE PROVIDED BY LCH. REFER TO DESIGN SPECIFICATION SHEET FOR ACTUAL MATERIALS PROVIDED. LINER PER PLAN 2x@ STUDS | ] "618, (2) 4/12 WEDGES / FILL ALL VOIDS w/ INSULATION SHEATHING PER PLAN EXTERIOR SIDING FER PLAN *O|\8-3, Ix4 TR CEDAR RESAWN FACE TRIM PROW CORNER DETAIL E [PS a SHEATHING PER PLAN BLOCKING ABOVE FPROW WALL FER FLAN #4|2, 2x4 NAILER #411, 2x2 NAILER NLC. CEDAR TRIM ae re a, a *611, WEDGE WINDOW PER PLAN » WINDOW PER PLAN NLC. 1x6 CEDAR TRIM |-_—— N.LC., CASING #423, |xlIO TK CEDAR TRIM EXTERIOR WALL PER PLAN SIDING and SHEATHING WN PER PLAN \ PROW WALL SECTION SCALE 11/2" = I'-O Seite Wem. pos" POST PER PLAN POST PER PLAN NIC, x4 CEDAR TRIM, (2) NIC. x4 CEDAR TRIM ON SIDES Pe NIC. x6 CEDAR TRIM, , NLC, Ixeé CEDAR TRIM, TOP and BOTTOM TOP and BOTTOM "699, 3/2" PLYWOOD \ é FILLER EACH SIDE JOB CUT FILLER FROM SCRAP WINDOW UNIT PER PLAN U———. *6|8, WEDGES THREE PLACES (2) *O\8-5, |XG RESAWN CEDAR TRIM FPROW FRONT FACE TWO WINDOWS SCALE 11/2" = I'-@" WINDOW FER PLAN #623, 3/6" PLYWOOD FILLER EACH SIDE "O18, 4/12 WEDGE EACH SIDE (2) 42\-C, Ix RESAWN CEDAR TRIM *619, 4/12 RIDGEMOLD PROW PEAK, TWO WINDOWS SCALE L172" = =o" T- 1 0 1/ 4 " TO P OF SU B F L O O R TO TO P OF PE R I M E T E R BE A M at PF R O W WA L L , 4'-10 3/4" , oo 4'-1D 3/4" L o£ 4'-7 3/8" 7 REO. i i REO. | RFO. | | | | | | | | | | | | | | | | i—_ | | | | | | | | | — | | | | | | | | | | | || | S| | | | i=" | | To be Inspected and Approved | (== | | | prior to cover | | | — JoNPicaL ALL. STRAPS | I = ! = 180-2 | "180-110 | LUneo-tie | — | Q-0 —— STRAP TIE | /| STRAP TIE STRAP TIE SIRAP TIE = WT | | J | r id 3] rwaer) t ) Co \ if ° we of {? ° ‘J ry 1 | 1 J BOTTOM OF #120-35 ANGLE *182-35 ANGLE RAFTER 1' - O " TO P OF SU B F L O O R TO BO T T O M OF PE R I M E T E R BE A M | oo ae + "Lie « [e ° q le | ! ne lL + ve <}- i | | | | | | | | | | | | | | | | | | | | | | | | *180-2 STRAP | | | | | | | | | | | | | DOUBLE BOTTOM PLATE 8' - 6 " TO P OF SU B F L O O R TO TO P OF PE R I M E T E R BE A M at EA V E WA L L AL *18D-193 STRAP *182-103 STRAP B'-1 le " *18OQ-109 STRAP B'-1 Wie" B'-1 We " 6 MODULE 4/12 FROW SCALE 1/2" = |'-@' FRAMED ELEVATION FOR DETAIL REFERENCE ONLY RE V I S I O N S BY SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 F O R AL L O W A B L E VA L U E S AN D / O R OR I G I N A L SH E E T SI Z E HO M E O W N E R IN I T I A L I N G TH E BL O C K S BE L O W YO U D2 / O 8 / \ O | PR E L I M I N A R Y PL A N S Q3 / Q \ / 1 O |F I N A L PE R M I T PL A N S D3 / O 2 A / N @ | AM E N D E D FP L A N S IN F O R M A T I O N CO N T A I N E D ON TH I S PA G E HA S BE E N RE V I E W E D AN D AP P R O V E D . AR E CO N F I R M I N G TH A T TH E DE A L E R AP P R O V E D s 5 an = O oO © O E .= —] IL IS CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e DR A W N BY in f o r m a t i o n co n t a i n e d to be us e d to PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . DI S T R I B U T O R ORDER NUMBER KS-41054 or oO Ww Lid O Zz LJ = %) Ld or = O ” > O Q2 / O 8 B / \ O CU S T O M CU S T O M E R AP P R O V E D pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r DR A W I N G NU M B E R DR A W I N G ? + CU S T O M a SUBFLOOR PER PLAN ~ LSL RIM JOIST PER PLAN |——_ RAFTER PER PLAN ——— NIC; TRIM — * + JOB CUT 2x NAILER 7 2x NAILER, EACH SIDE SUBFLOOR PER PLAN _—— RAILING PER PLAN if po FLOOR JOIST PER PLAN —— GLULAM TRIM PER PLAN LT TT ] m f bh \ CONTINUOUS SOLE PLATE re LINER PER PLAN PER PLAN 2x TOP PLATE PER PLAN BETWEEN NIC. TRIM NIC, CASING SUBFLOOR PER PLAN / / LINER PER FLAN V4 v lip=all PARTITION TO RAFTER = | to LINER PER PLAN Ls ae - mah LS NIC, 3/8" x 11/2" FILLER FOR | ma FLOOR BEAM PER PLAN GLU-LAM BEAM, at 2x4 WALL pH 2x TOP PLATE PER PLAN — HANGER PER PLAN a __— 2 STUDS PER PLAN GIRDER PER PLAN S n FLOOR BEAM PER PLAN \ > > BELOW RAILING OVER t LINER PER PLAN C CROSS MODULE GIRDER JOB CUT 2x STUDS PER PLAN SCALE 3/4" = I'-O" DLIPI4I3 - 97 Z Z ef} 4 S 2)a)4 | RAFTERS PER PLAN aean Ls JOB CUT 2x BLOCKING at 4'-2" / SUBFLOOR PER PLAN < yy Q 0.0. FOR GYPSUM WALL BOARD 42) ) and at 2'-2" oc. FOR WOOD a a erie i > > = : ma LINER a eae eee Nai =| FLOOR JOIST PER PLAN Wi s| ou | dm |u| < SESE nq) = oO Y} LQ N a) a) Q | Q/] g PARTITION OFF, BUT ON MODULE PARTITION pe CONNECTIONS > PARALLEL TO MODULE 36 ~+Es es os5m a Ly faa) Z2< SCALE |" = 1-9" ny SCALE 3/4" = |'-O" SCALE 3/4" = I'-o" vy DWa om Ow oe a a O FLOOR JOISTS PER PLAN a <e z / SUBFLOOR PER PLAN we Te im oO J , rT Ft |S ag =e) oO oO P | — 2x NAILER © S 7 2 7 O = (al 2x4 NAILER at 24" oc. K - 2x STUD PER PLAN Zu A a, |= ea = ROOF BEAMS PER PLAN FO4s |x 2 imi ZOS | ° * rae 8 iE EXTERIOR 2x STUDS PER PLAN JOB CUT ox BLOCKING at 4'-0" > or Oty 2 NIC. TRIM . oc. FOR GYPSUM WALL BOARD \O w/ WOOD LINER and at 2'-O" oc. FOR WOOD DY LINER FLOOR BEAM PER PLAN d PARTITION TO EXTERIOR i ST PE AN LINER PER PLAN WALL CONNECTION << L P@ST PER Pk S - G EXTERIOR WALL SS SS eo a 2x STUDS PER PLAN SCALE 3/4" = |'-@" DLIP2191 - 95 SS LAN Z a Le eee eae Len an mA ——_] wy = JOB CUT 2x BLOCKING at 4'-o" o > oc. FOR GYPSUM WALL BOARD ra and at 2'-O" oc FOR WOOD 3-2x STUDS ™T a LINER <D) oe h < Oz (@) —— CONTINUOUS SOLE PLATE SOLE PLATE — EK PER PLAN | | fav} > O NLC. TRIM To SUBFLOOR PER PLAN = LZ j ot en | INTERIOR PARTITION * REFER TO INTERIOR DOOR DRAWINGS FOR ROUGH OPENINGS — at TYPICAL CORNER INTERIOR PARTITIONS at PITCH PER PLAN CROSS MODULE PARTITION {4 SCALE 1/2" = I'-o" DLIP279@ - a5 NOT TO SCALE DLIP215@ - 95 SCALE 3/4" = |'-@" a ac ) lam ira) oc iv iS) = ac Ld ”n P4 So = << =) a | << > LJ wl =z Zz S = < Zz lw va (7) ao < SH —< Sk = — = A © we 2 & foi ne) ws mo 2G © > 3 =S ac Se ~ Oo OE + 2 . ae os ZO SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t ” © Zs = wi 5 = ~8ee Zz o 3 oO = c2 Bs | pee, 4/2 WEDGE 3S. Boos + T <a, "635, 3/8" x 11/2" FILLER 1 as2 Sete | + Kh *412, 2x4 JOB CUT DHS sess be Oo er) = *618, 4/12 WEDGE zYu » § 38 |__| a oO c ‘s PN ROOF BEAM PER PLAN ROOF BEAM PER PLAN FLOOR SHEATHING PER FLAN . ee a FLOOR JOIST PER PLAN 208 S284 Tp) = a a) Qa on so = 2x STUD EACH SIDE | Las =~ E52 OF POST w/ #173, 6d EG 2x4 STUDS PER PLAN }#—2x6 STUDS PER PLAN i }— FLOOR BEAM PER PLAN SINKERS at 24"0.c,, (4) N MINIMUM at BEAM 2x BLOCKING at 4'-O" o.c, FOR GYPSUM WALL BOARD and at a > 2'-@" o.c. FOR WOOD LINER DR A W I N G NU M B E R OR I G I N A L SH E E T SI Z E DR A W I N G + JOB CUT 2x BLOCKING at 4'-0" Li af Ly oa eee oee L \_ON MODULE PARTITION m)\_ON MODULE PARTITION i ZL “a LINER SCALE |" = I'-o" DLIP2712 - 35 SCALE |" = I'-@" DLIFP2113 - a5 Sy a SF, DR A W N BY Q2 / O B / \ O Ik~————-2x STUDS PER PLAN mans 2x STUDS PER PLAN 180-2, SIMPSON aan EXTERIOR WALL A | T2215 STRAP. = PER PLAN ——> ies —_ FLOOR BEAM PER PLAN *618, 4/12 WEDGE — | ERAS PARTITION SILL Zi ars 3/8" x 1/2" FILLER FOR POST - x |. ee "180-2, SIMPSON “618, 4/12 WEDGE ee, wa T2215 STRA S TRAP — N Ls ATTACH STUD TO POST al WA u/ 13, 6d EG. 2x4 STUDS PER PLAN 2x6 STUDS PER PLAN L ~SS Za SINKERS at 24"0.c., (4) —* ipa I as MINIMUM at BEAM . Sp POST PER PLAN + s SS | Ht D UL POST PER PLAN — Ny jit POST IN CROSS-MODULE POST TO BEAM » MEET FoR mote! OoENINGS J PARTITION K) at PARTITION CORNER N OFF MODULE PARTITION O OFF MODULE PARTITION INTERIOR PARTITIONS BELOW JOIST FLOOR SCALE 3/8" = |'-O" DLIPIEOS - 95 SCALE 1" = I'-O" DLIP21I9 - 38 SCALE I" = I'-O" DLIP2TI - 95 NOT To SCALE ORDER NUMBER KS-41054 PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . HO M E O W N E R DI S T R I B U T O R Cu s T O o m M CU S T O M SCALE 3/4" = |'-@" DLIPIB@2 - 35 22 yo" 3'-2" SHEATHING | | @, 20 PER PLAN INTERIOR LINER woe eae ee € S&S 3'-15/8" CY gs | alat.iza" FRAMING PER PLAN OQ: a ge EXTERIOR SIDING EY ow 4'- 11/2" 5-1/2" 1-112" cS s PER PLAN DO NOT SHIM NIC, CASING ey _— / / ABOVE DOOR, RS ry 7 | viene, Ver FILL VOID with 13/4" THICK ~ - al —o RUN TYVEK TO "154-4, FOAM / DOOR PANELS Q =| 9 OUTSIDE OF HEAD / / PER PLANS (<) el el oo FLASHING - 7 LI] + j al. 115 16 m1 Y) a 0) — /8" GAP, DO 4 INTERIOR LINER | FRAMING -\ gq; & — SI NOT CAULK y PER PLAN / a a - ©) ONY SHIM AS / TREATED PONDEROSA PINE JAMB 2 LI Ld yt Ly "198 -Tle, REQUIRED, FILL PROVIDED KNOCKED DOUN, (@) fe) FLASHING ~ 4 NIC, CASING VOID W/ #154-A, / PRECUT and RABSETTED, UL FOAM. REVERSIBLE and MORTISED FOR a FIBE LASS FAN a ee cr / \ HINGES. REINFORCED uith STEEL ac BERG ie EL DOOR FIR PANEL DOOR = ; ae SECURITY PLATE. MILGARD VINYL FRAMED SLIDING GLASS DOORS ole SCALE 1/4" = |'-2" SCALE 1/4" = 1-0" JOG SI ATAGHED He 1.3/4" THICK | REO. = ROUGH FRAMING OPENING UNIT DIM. = ACTUAL OUTSIDE UNIT DIMENSIONS 414 eRevIPES Peace / PER PLANS TIBIPD/TI6IPD ARE SLIDING GLASS DOORS (WITH SCREENS) REQUIRED FOR > lel Ss angt MIEREL: / | HIGH WIND EXPOSURE CATEGORY SITES (EXPOSURE C OR D? aan | Z WW QO / | JOB SITE ATTACHED El el A j BRICKMOLD, LENGTH dla4la PROVIDED PRECUT y)Z)% and MITERED. se / SLIDING GLASS DOOR SCHEDULE SERGES oO = toy) TREATED PONDEROSA SCALE 1/4" = 1'-O" DAWI4al SHEE PINE JAMB PROVIDED “ear GALSING 8 a a KNOCKED DOUN, PRECUT . GENERAL NOTES and RABBETTED, 145-A, TYVEK REVERSIBLE and |. ROUGH OPENING ALLOWS FOR |/4" GAP AT SIDES AND 1/2" AT TOP OF 4 MORTISED FOR HINGES. EXTERIOR SIDING PER FLAN DOOR. of REINFORCED with STEEL 2. SHIM BOTH SIDES, DO NOT SHIM TOP OF DOOR. <a SECURITY PLATE. SHEATHING PER PLAN 3. NAIL FLANGE ON BOTH SIDES, DO NOT NAIL FLANGE ON TOP OF DOOR. ae Z 4. A PERIODIC APPLICATION OF A SILICON SPRAY IS REQUIRED FOR ALL SHS DOOR HE AD DOOR JAMB MOVING PARTS @ VINTL FOR WEATHER PROTECTION. va Z 2 —L B : ” Lo . SCALE 3" = I'-O" SCALE 3" = I'-O" ~ EWA go ol . Eo a ja ot © a 4" EXTERIOR SIDING whee I O Le PER PLAN + pe |S x i Fo 64/2 a 420 SHEATHING Qs5Z - < aa SHIM AS REQUIRED / ea zena < f 13/4" THICK FILL VOID with FOAM— | / —— INSTALL TYVEK OVER <424 |p = DOOR PANELS \ FLASHING TAPE DOUN | ~ ost lu O PER PLANS DO NOT SHIM TO TOP OF DOOR — Z2°Fu 4 E FRAMING ABOVE DOOR P ei a War ha a AG STAEE eas PER PLAN ————t> at wee aa | | mtOx ja O THRESHOLD wit ine SEE TRIM SCHEDULE SCREEN DOOR ot veal ‘ FRAMING Ve il ee (C PD ADHERE FLASHING TAPE ALUMINUM SILL \ \ / OVER METAL FLASHING f a | | cD) SEALING TO SHEATHING oo] [JEL | “T34-U, Q DO NOT NAIL TOP | CAULKING SS = FLANGE OF DOOR O° . : _ DO NOT CAULK CAULKING BEAD ——— f a / wf, AT ai FLASHING re EXTERIOR SIDING SuBFLOOR Sah : SEE SCHEDULE 7 AN ae ™— PER PL oe Pun aes [ me ADHERE FLASHING — 2 Ss — Ig TAPE OVER TYVEK ————|1 ++ fav} a SHEATHING |= CAULK Q Ss Au / \ 4+. IM voist PER PLAN EXTERIOR SIPING alle SHEATHING PER PLAN / TO a i [ \ = Ms PER PLAN \ ale hd: SHEATHING PER PLAN / § EXTERIOR SIDING Oe SEE TRIM SCHEDULE, IF oe ENS EAs PER PLAN / C) = TRIM IS NOT PROVIDED, POOR i \ O RUN SIDING UP TO JAMB / X . ae AND CAULK JOINT. / rt > INSTALL WINDOW ———! RIM JOIST PER PLANS qv) O FLANGE OVER TYVEK oO ADHERE FLASHING eee eee SCREEN DOOR SUBFLOOR PER PLAN CAULKING BEAD ———__/ ome SCREEN DOOR —] >\_DOOR SILL p SLIDING GLASS DOOR JAME F SLIDING GLASS DOOR HEAD | 2) SLIDING GLASS DOOR SILL SCALE 6" = |'-@" SCALE 6" = |'-@' SCALE 3" = |'-@" INTERIOR LINER PER PLAN i= a oO iam Lid [aes tu oO > es Ld wn eas o = <t =), eal <— > ld — = = oO rae < Zz lJ Ld ica) ud ie = Sh a, Sk Zz z= tH <> WZ 2 =z = 5 => Oo Zz oS mo Lud =A O 3 = 5 oe og = 2 oe +O 2 Ooo ZO SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S "T h i s dr a w i n g Is co n s i d e r e d pr o p r i e t a r y . pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t Ww a Ze = ~ ie nv S = "8 § 8 ead 6 3 ro) lu < arom = ~ 2 ES) omy Ee) = S296 82 Bo (NLC) CASING ae SE oe zou ese8 INTERIOR LINER PER PLAN ar G esses 2G sbef ra) (a ee wo SOLID HEMLOCK, BB esee Ri (NIC) CASING REVERSIBLE JAMB (49/\é" ie =i ee = WIDE) TYPICAL - PROVIDED KNOCKED Lu 4 DOWN, PRE-CUT, a at N RABBETTED and MORTISED _ > SOLID HEMLOCK, ala FOR HINGES (JOB-CUT i 5 = REVERSIBLE JAMB (49/l6" ti} + 63/6" WIDE JAMB IF WOOD a m slio & WIDE), TYPICAL - Ole LINER 1S SPECIFIED) - 4 = s |Z 4 . PROVIDED KNOCKED ) fe \, ATTACH JAMB with 163-A, = = SiFq ie Zz DOUN, PRE-CUT, he \ IQA CASING NAILS at 12" oc. 2 ~ cle 2 aloe RABBETTED and MORTISED 12 and TUO ADDITIONAL at o Oo a} Ll FOR HINGES (JOB-CUT ly EACH END. DO NOT NAIL SEE PAGE 22 FOR ADDITIONAL y TRER IS OREERED= | SI = Z| 7) LINER |S SPECIFIED) - 318 DOOR AND WINDOW FLASHING <q) wi —-N\ ATTACH JAMB with 163-A, v ~ DOOR UNIT PER PLAN DETAILS ¥ a IDd CASING NAILS at 12" oc. L .) 3] and TWO ADDITIONAL at NETE — SLIM dae at 0 “1 a) 8 RAGHIEND. WO NOT Natl HINGES, STRIKE PLATE and at < é Vv HEAD. ALL NAIL LOCATIONS, ya 5 x TAKING CARE NOT TO ® a DISTORT JAMB. GLUE and ul ~ DOOR UNIT PER FLAN NAIL DOOR FRAME i vy TOGETHER with (3) "164, 8d ile a GALVANIZED BOX NAILS. ftlo a a CHECK THAT THE DOOR i 5 a — Ww oe FRAME 1S PLUMB and SQUARE. So 3 |G o r y Wo, [ad Er 6) ie) S sfFo 5 5 ot|Y « 5 a} INTERIOR DOOR HEAD L INTERIOR DOOR JAMB réejas © © SCALE 3" = I'-O" SCALE 3" = |'-@" ORDER NUMBER KS-41054 2-3 le". 6 lhe" 5-OVe" 5-2 Ve" 5-2 1/8" _ b-OoVe" -9B/o" 2-3IMe", . 2elMe” . BOVE" 2'-6" 2'-6" 2'-6" '-6" '-6" '-6" 4103/4", '-6" #35] #35 | #343 i #343 #343 i #343 | . #35) #35] #343 t T f 7 7 7 oo. HORIZ. HORIZ. | | HORIZ. HORIZ. HORIZ. HORIZ. | HORIZ. HORIZ. | HORIZ. | | | S Kg 23 3h" 2'-6 3M" 5'D3/B" 5'-D 3/8" 5'-O3/8" BO 3/B" 95/6" | 2-33/6" 2'-6 Ne" 5'-D 3/2" TT Tt T a, Te oO i | | | -| | ~ : ne =| fle \ | / \ / S NY) NV} NV} = _ | | » tit. al (IN. a Cal WKS 9 3) I ain , | | eee eee — | : i | sn || i | : ; & Rv | “ a ~ a i = zou 20) 85D B46 = a / \ NY) / NY} NY) \ Roh 8 ! bo | ae % ‘sea Ss 4 ! ! ki @22-\PE =! r|pW g | | | | L ° L ees | | — 2636 CSMT. 222-2PE 022-3PE / \ : ° | I | L Sin S| | | ; ; a OBSCURE 2636 CEMT. 2636 CSMT. pe eee a y | Oo — . = l646 CSMT. 1646 CSOMT. — —_ | Td ml EGRESS| |EGRESS EGRESS| [EGRESS | | o| .: ® | | 2 2 2 Oe © ; S S| 6 Ba ate — 222-6PEX @22-1PEx 222-8P EX a | FQ o i660 CSM. 41IDGO CSMT. I66O CEM. = _ _ | \ / \ / * a | | | oO! tel 9). 9 831 893 \ / \ / 357 pa rane 4 Fy ; 2'-6' 2'-6" "6" 2'-@" 2'-@" _2'-9" 2'-6" gee as 0 | | = | | | | 4 —- +— = + VW 7 2 | / \ / \ / \ Q F —_—a a T_ hy)a|)4 | | ) \| /_\ | N \ HZ a , B08 ; 322 os . y / . \ ; 5 |e : EGRESS EGRESS EGRESS EGRESS + ‘ | | | | : \ ; J : : é + x SS vy 0 + ! 1 ! ! 8 8 8 8 C i yi | | | he ras eas os oh = y & N z Bs \ al | 4 s — \ — #)3\ 8 : . | wae se _— PART NUMBERS SHOWN BELOW RFO. DIMENSIONS INDICATE i— sa oor Vl e!| 8 + + | HORIZONTAL FRAMING ABOVE AND BELOW WINDOWS AND : = 222-l1PEX al =|5 x = | VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES oe . 9 2616 AWN 222-lePEx ©) LY 7 7 Poe eS 2 no ae Ses Paeeket a, eS anon rj iy wo B09 837 B48 B45 @22-13PEX @22-\4PEX ©22-ISPEX ©22-loPEX OBSCURE 2636 PIC. a} a} a rho | LENGTH FRAMING. +) QL oy 2646 CSMT. 2646 CSMT. lo46 PIC. 6046 PIC /CEMTIPIC 2/8/58 ) ” i | ||| |S | CZ 2-6" 2'-6" 4'-0" 23 WINDOWS ARE MILGARD HIGH PERFORMANCE WOODCLAD FPULTRUDED a ee ee es oe ea ae — 3 i a FIBERGLASS with D. FIR INTERIOR FINISH. FRAME (SAND COLOR) yas 1 a ig COMBINATION WINDOWS joe} | otrott | RS] | dee “| [e= =.) WITH LOW-E / ARGON GLAZING. Sy SCALE 1/4" = |'-@" DASWI2@! - OI = A | | | | avr a /| 8 yi es of | | | || | “i 4 | *) iN SESE a : Z = ae: 0 1-9Ble" I-93 Ble", 2'-3 Ile * 2'-3 Mo" 2-6 Mio" 2-6 Me" ees ae ee i eee ae pels ceo al w z a) e a 5 #35) | *35 | P4355) r #35] | | a 1 I | ©22-|SPE @22-20PE 222-21PE ee a 0: | | a HORIZ. HORIZ. HORIZ. | | HORIZ. | . | ee i : 2640 CSMT. 2640 CSMT. 4016 AUN. B MILGARD CUSTOM WINDOWS DIMENSIONS ARE 1/4" SMALLER ON ALL Zor ta i <° enmn apse» <° cays re oe a oe T 1 | | SCALE 1/4" = 1'-@" SIDES Z2z0 |x o < __|-9 bile I'-9 5/le € 2-3 3Ne 2'-3 3/6 4 26 Sle 2'-6 3/l6 i i : OS0Z ln < Ey oy | | i a a O + a XY ‘ ‘ : ; | | 2eGo i NY NY - - : -62 a4 a +——— = Q Sso< LJ 5 - 7 8 : Ble 221 ZOSF [ui Oo 7 2 Cel isl... “TP oT FF ss || | | WINDOWS ARE MILGARD HIGH PERFORMANCE WOODCLAD PULTRUDED wae ls | = 3 10 | ae) O = a »~ a = ou ° 8O2 BO4 e5e eee | FIBERGLASS With D. FIR INTERIOR FINISH. FRAME (SAND COLOR) ainiabe te theo ny * # Sie | a | | WITH LOW-E / ARGON GLAZING. ” | _— i EGRESS| |EGRESS ; ; | | | «D) 0 OCC Cr +— --—- -Im - et ‘: | | | | : / Ss : _ & 2 . . | | | | Ea XS AY 1 " 1 In AY oe = y BBS 258 | P| B69 268 : . a = ga Be oi © a Tt N\ a tT T = NV} XQ) = 5 \ / | || | a) : . | =] ; an u *t | I | \ a 8 = BBO 864 867 9 panes, J —<e ioe i bio a4" 9 SS , | |.) [EGRESS | EGRESS r r 0 a Tt “ “1 6 To - e zs Lxgae | _ 3557 ay © 4 4 \ é \ | 4 \ | 9 9 mi Tt eo = ‘| ; : / \ | / \ a . 5 3 3 r - Lu SiSh i . i mn hn ? 13 i ——_T Qe in pu a al Bee 200 a Be? eee PART NUMBERS SHOUN BELOW RFO. DIMENSIONS INDICATE iy Q re ry iD ~ Q " ()s ; : % 7 \ / \ Zi HORIZONTAL FRAMING ABOVE AND BELOW WINDOWS AND ‘ _ - : i 5 iD in \ y VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES “ t v x 7 Os had \ / \ fo | WHERE THERE IS NO PART NUMBER DESIGNATED, USE RANDOM — aac. da aaa — rt iw LENGTH FRAMING. fav) = BO EGRESS EGRESS To ° 022-12PE 222-lIPE 222-lOPE 222-3PE PART NUMBERS SHOWN BELOW REO. DIMENSIONS INDICATE HORIZONTAL FRAMING ABOVE AND BELOW WINDOWS AND elaine edeiert Tear CUSTOM TRAP ation Tweet oe VERTICAL CRIPPLE FRAMING BELOW WINDOWS. IN CASES 4 WHERE THERE IS NO PART NUMBER DESIGNATED, USE RANDOM LENGTH FRAMING. 3 DIMENSIONS FOR THESE WINDOWS ONLY ARE ROUGH OPENING. ACTUAL FRAME PICTURE WINDOWS = \_MILGARD CUSTOM GABLE WINDOWS oe ee Oe eres ee co \_CASEMENT WINDOWS o) eo Sw = SCALE 1/4" = I'-O" DASWIDO2 - OI SCALE 1/4" = 1'-o" DASUIOO3 - OI SCALE 1/4" = 1'-O" SIDES Hae @ a F . ve 2 < £ a s 26 2 oS E> Qo 1 egg. | seEs3 SEE GABLE TRIM O32G2 BS 320 DETAIL WHERE TRIM . 28S eigss WINDOW IS EXPOSED TO Eee WINDOW GENERAL NOTES $5238. &8o05 FRAME WEATHER FROM ree FRAME cusses | s23- ABOVE j auch AS SEeeE |. DIMENSIONS ARE ACTUAL OUTSIDE UNIT DIMENSIONS. ZEnuxe 52355 SHIM AS REQUIRED SHEATHING REQUIRED >OoS3rva oS 6 y= : FILL VOID w/ FOAM PER PLAN : FILL VOID w/ FOAM 2. ROUGH OPENING ALLOWS FOR 1/4" GAP AROUND ENTIRE WINDOW. 4 252%, § 2.533 = : ZxeynolB F €flces . INSTALL TYVEK OVER . 3. SHIM BOTH SIDES and BOTTOM. DO NOT SHIM TOP OF WINDOW. BE SlZHe_ 8 32543 t | ELABHING TASE DOUN x SURE THAT BOTTOM SHIM IS FULL LONG WIDTH OF WINDOW Se=Z92 PF Fs 82 CAULKING TO TOP OF WINDOW uw ~ 2080 £253 i 4. NAIL FLANGE ON BOTH SIDES and BOTTOM. DO NOT NAIL FLANGE wOSSe22 FHL eka *O18-4,2" x 2" TK, oh x ON TOP OF WINDOW. RESAWN FACE CEDAR wi = eau eING 5. A PERIODIC APPLICATION OF A SILICON SPRAY |S REQUIRED FOR Lu Y ALL MOVING PARTS and VINYL FOR WEATHER PROTECTION. N rf a INSTALL WINDOW oh sacs INSTALL WINDOW ” a | = ANGE OVER TAPE RESAWN FACE TAPE OVER FLANGE 6. 855/856, 865/866 WINDOWS MAY BE USED FOR EGRESS WINDOWS. bE = = THESE WINDOWS ARE SUPPLIED with EGRESS HARDWARE. Lu 2 | ia > z ~ Bo Ne Shirt J. REFER TO INDEX PAGE FOR SPECIFICATIONS OF FRAME AND vn a aio 9 ABOVE WINDOW 9 g FILL VOID WITH ASUING tA GLAZING TYPES. 2 z 3 |Z 4 2 ae ADHERE FLASHING TAPE | 3 = 8 |= 32 CAULKING OVER METAL FLASHING 8. ALL WINDOWS AS VIEUED FROM EXTERIOR. oO 4 \\|ay O} FRAMING \ SEALING TO SIDING FRAMING = a Sie & 5 FRAMING PN "218-3, |" x 4" TK 9. WINDOWS LABELED "EGRESS" MEET |.C-B.O. EGRESS REQUIREMENTS. o = a) 8 —— DO NOT NAIL TOP in ee bee eee ID. STANDARD WINDOW RFO. HEIGHT IS 6'-10.1/2" W | ae oa] FLANGE OF WINDOW a eaten SEE PAGE 22 FOR ADDITIONAL UV ! 7 ee iN eis Pe Ags #795-T/l6e FLASHING DOOR AND WINDOW FLASHING . DETAILS ~ fo 7 i tl "2 + b <I Cy 8 CAULKING 31 0 = 5 Oo; x Z # wm SHEATHING aE Kr SHEATHING MATERIALS PROVIDED with WINDOW im hi x | et PER PLAN a 7 | resin aria e ay GALL EXTERIOR SIING THE FOLLOWING MATERIALS COME STANDARD * ” | 19 _———e th THE LINDAL HOUSE PACKAGE i | pO ER PLAN VEO PER PLAN m iu y < | elke YE WINDOW *#154-A, FOAM SEALER x Fie O TYVEK PER PLAN (OM f i FRAME TYVEK PER PLAN “Ht lo a x Tira 4 * #154-U, CAULKING Z2i4/5 A a S = ti |e = * WINDOW FLASHING Owls 5 : N X\ Ww a _ v . 2 5 od O Q } Stab |B 8/8 3 = WINDOW SILL G WINDOW HEAD w/ TRIM 1, \_ WINDOW JAME Kk MILGARD VINTL WINDOW NOTES SCALE 1/4" = 1'-O" SCALE 1/4" = 1'-O" SCALE 1/4" = I'-O" DAGWIZ5! - oI ORDER NUMBER KS-41054 2. FOLD TOP FLAP OF HOUSE WRAP UP TO OVERLAY LATER — ri OUTSIDE , ee 7) S | 7) | > | | a | } H | oD FRAMED DOOR | | 4| 4 | - 2)a) 4 rl ee] ia | | aban Y | | Z|) ol | YL} Q | | 4] Zz | [— *185-++, CORNER wi) 3 | a | Z | PAN FLASHING O|in |< 8S} a|8 | 2 (e) S|] a I\ (1) 0/8] 8 SS, ee, ee —- N a) 38) LUGUSEURAE EALDES < 1. APPLY HOUSEWRAP OVER WINDOW OPENING.. e|a/8 | IN AT JAMBS AND SILL SHEATHING ————_| | 4 2. DO NOT MAKE AN "X" CUT. | \ WALL FRAMING —~] aT 3. MAKE A LEVEL CUT AT BOTTOM OF HEADER (a), AND TWO 45° CUTS 32 \ piace Big : | | | UPWARD FROM THE LOWER CORNERS (b). THEN MAKE A VERTICAL CUT. (c) O = é CORNER HOUSEWRAP ———— = MODIFIED "I" CuT | TIGHT AGAINST (a) | | (a) 4. FASTEN A PIECE OF BEVELED SIDING (OR A DAM STRIP) TO THE ROUGH 0 IN HOUSEWRAP — FRAMING La] SILL, WITH THE THICK EDGE TOWARDS THE INTERIOR. THIS SLOPED SILL dara - - [| WILL maectay MOISTURE TO THE EXTERIOR OF THE WALL. SEE © O INSTALL SHEATHING c DETAIL@) & ©). os @ HOUSE URAP PER PLANS — | co fi, 5. TRIM THE JAMB AND SILL FLAPS JUST SHY OF THE INTERIOR FACE yw OF STUDS AND TAPE THEM TO THE FRAMING. (d) OP wa STEP | STEP 2 STEP 3 STEP 4 OF OW 6. CREATE A HEAD FLAP IN THE HOUSEWRAP BY CUTTING TWO 45° CUTS, a, ae a 6" LONG. TEMPORARILY FOLD AND TAPE THIS FLAP UP OUT OF THE WAY. (e) 2a td Ma ja 2 weTa jw iS) ~ (b) rT Et lS a ® "eee |e 1. CUT THE FLASHING MEMBRANE, 12" WIDER THAN WINDOW 2z0\¢ a. OPENING, SO THE FLASHING WILL EXTEND UP THE JAMBS 6". (a) Q204 a =, 8 o 2. SOME FLASHING MEMBRANES STRETCH ENOUGH TO CREATE 24u0 |* ti SEAMLESS SILL CORNERS. (b) KOZ! |x 2 sod lu 3. IF CAULK IS USED, APPLY A HEAVY BEAD AT THE JAMBS AND HEAD, & Fel\Z > NEVER AT THE SILL. IF ANY MOISTURE FINDS IT WAY INTO THE ROUGH Wee la 5 re, Ss icc. SS | (cs i ccc, cs OS is | sc aac cee OPENING, THIS CAULK-FREE AREA, ALONG WITH THE SLOPED SILL, oztor la rs) T)] _ WILL PROVIDE A WEEP AREA FOR THE WATER TO ESCAPE. (c) . o—< APPLY CAULKING TO 1) DY APPLY PVC CEMENT INTERIOR EDGE OF MEASURE CENTER TO THE RECESSED PAN TO SEAL DOOR L___(b) <D) SECTION AND CUT AREAS OF THE SILL TO PAN. APPLY IF NECESSARY CORNER PIECES AND CAULKING TO GLUE OVERLAP AT GLUE THE CENTER SECTION PROTECTION. ADHERE o) . JOINTS. CENTER fee eee eee ‘ FLEXIBLE FLASHING TO L | me Serer CINE Et E EAS. REMOVE PAN AND SIDES OF OPENING, an is HOLD OR CLAMP LY Le WITHIN RECESSED PIECES TOGETHER ee he oe acne torte tad 3) 4. INSTALL WINDOW, NAILING THRU PREFORMED HOLES IN THE AREAS OR WHERE THE PAN FROM SHEATHING : af CORNER PEICES LONG ENOUGH TO WILL CONTACT TO STUDS AND SHINGLE FLANGES, PER MANUFACTURER'S RECOMMENDATIONS. DO NOT ¢ Ld ENSURE A COMPLETE FRAMING. SET PAN OVER AND INTO THE —— NAIL THE TOP FLANGE. > BOND 1 fav} a eae eee aha ea|| 2. STARTING ABOUT 2" OR 3" ABOVE WINDOW HEAD, APPLY JAMB ra . FLASHING TO THE BOTTOM OF THE SILL FLASHING. (a) ~ 11/2" P , | ye / 7 / LJ MIN. 1 MIN. / iD) [LE (Ls } [ j 0) \ Cc ait C "I C — = _ | Ke \ — 5 — —_ Ds *185-", CENTER —— TO PAN FLASHING UJ | (e a (4) 1. APPLY FLASHING MEMBRANE OVER THE WINDOW —] Ss HEAD FLANGE, LAPPING OVER JAMB FLASHINGS. (a) STEP 5 - . —— (a) 2. HEAD FLASHING IS APPLIED DIRECTLY TO THE SHEATHING. STEP @ TEP | _= all THIS PROVIDES ANOTHER LEVEL OF PROTECTION. IF ANY MOISTURE SEEPS DOWN TO THE WINDOW, IT WILL ENCOUNTER THE HEAD FLASHING AND BE DIRECTED OVER THE WINDOW HEAD FLANGE, NOT BEHIND IT. 2. FOLD DOWN HEAD lL APPLY CORNER HOUSEWRAP PATCHES AT nEZD _ a S) oo a fad Lu (S = a Lu ”n Zz S) -E << = po << = Lu a) = Zz S ce <x Zz LW va n =z az SS Of Bad Sk Pz ae nN QO we -— Zz =o > Oo Z a Ed =D S' > ad ena | =S ac og +o 6 te +O = oo Z© ica) Zz ne ~ DO — ~ ww / i - Z2z Lu SO ab oO = oO. = = =x nx ac A i (ict a =z few] OF ud Ee = o> WwW Cai a2 Ww oO fe D> an oO 2 a Oo sual rs) Lo ae ae n wo @: at ca Zz = pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r It is no t to be re p r o d u c e d , no r is th e in f o r m a t i o n co n t a i n e d to be us e d to ee 6) 1. UNFOLD THE HOUSEWRAP FLAP DOWN OVER THE ; HEAD FLASHING. TAPE THE 45° CORNERS. (a) | Ls 2. SKIP-TAPE (APPLY SHORT PIECES OF TAPE WITH GAPS | (a)— f | IN BETWEEN) THE LOWER EDGE OF THE FLAP. (b) | 3. SKIP-TAPE THE BOTTOM (UNCAULKED) SILL FLANGE. THE SKIP-TAPED GAPS ACT AS WEEPS, ALLOWING (b) —~~ MOISTURE TO ESCAPE. (c) Te == 4. APPLY A BEAD OF LOW-EXPANDING FOAM IN THE GAPS BETWEEN THE WINDOW UNIT AND THE ROUGH FRAMING, CLOSE TO THE INTERIOR WALL. APPLY ONLY ENOUGH | FOAM TO CREATE A SEAL, NOT TO FILL THE ENTIRE GAP. | | () LL. ae TO MUCH FOAM CAN DISTORT THE WINDOW UNIT. lL c ro = Q2 / D E / | \ O DR A W I N G + OR I G I N A L SH E E T SI Z E DR A W I N G NU M B E R DR A W N BY |. INSTALL DOOR. 2. AIR SEAL DOOR AROUND DO NOT BLOCK ENTIRE PERIMETER ON THE SLOPED WEEP INTERIOR WITH #145-4 AREAS. NON-EXPAND ING FOAM STEP 3 STEP ID SCALE 3/4"=|'-0' PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . HO M E O W N E R DI S T R I B U T O R CU S T O M CU S T O M ORDER NUMBER KS-41054 PORCH POST FER FLAN DECK BEAM PER PLAN DECK BEAM PER PLAN SIMPSON MST STRAP = ——— Fe SIMESON ACE COLUMN or SIMILAR FROM POST oy CAP or SIMILAR NIC. REX ll eel h Se, Ss ie Se SIMPSON AC COLUMN | DECK POST PER PLAN ——— 0 SS CAP or SIMILAR NIC. ss SIMPSON BC6Q ——____— ; 4 B COLUMN BASE NEY woe OR SIMILAR NIC. ° an PENSE L —— ~ > Oo La NH SIMPSON ABU COLUMN ———— yao 0 2 LT Se BASE or SIMILAR NIC. O 5 (8 = |---| --—-——_— EI 6 _ ee || o | Lu EAN = é Se | el or Es @ ly D D —— a Z Z A ; 2x6 ROAST WOOD 1 is 0 ° SPACED DECKING with t/a) 4 ele] a 0 ee —~___|e (2) *113, lod EG. SINKER Fl el ad \e a | = at EACH END and OVER < | ¥ Q ; EACH SUPPORT ri} ols () ai -1} 4 La? FOOTING PER PLAN 3 visl>} 7 STRINGER HANGER I J Mla} < DECK POST —. a PER PLAN 8} ei 8 PER PLAN DECK POST a S = iy PER PLAN ; ; Io" Q S| Ss MIN. I ] IES Meee (5) 2xl2 STRINGERS CK POST AN oe /| DECK P PER PLAN ———__ | PER PLAN 4 WI a I = a ae (2) 2x6 ROAST WOOD I SES ewe <x TREADS PER PLAN i == bi a em O DECK GIRDER TO POST DECK GIRDER TO POST DECK POST TO FOOTING CK POST TO PORCH POST 38 LU A B Cc D =I WZ 2 - TWO 2 y a) 5 - =) a I G06 in 2x6 ROAST WOOD 3'-3" 7 DT y& > SPACED DECKING with on MIN. wFTe 7 eo) (2) #773, lod EG. SINKER tee - tor ~ |e a at EACH END and OVER MIN. | ZZ9 |e a. RISER NIC. O20 oO. EACH SUP Pots! 2x6 ROAST WOOD A Zi < |o 2 SPACED DECKING uith 4 a5ua |* Wd (2) #173, 16d EG. SINKER EOS |& 3B at EACH END and OVER l J = ee iz I EACH SUPPORT / Oda lu 5 DECK BEAM 4 mtox la O PER PLAN iL : : STRINGER HANGER | [ I PER PLAN Le: | I lk J (5) 2x12 STRINGERS PER PLAN 4 i> TT | . 2x LEDGER BOARD . (2) 2x6 ROAST eee eel | | x» I | I I TREADS PER PLAN DECK BEAM a [ | PER PLAN > JOIST HANGER PER PLAN nn POST CAP (NIC) GRADE GRADE Oe FOOTING (N1I.C.) (@) STRINGERS PER PLAN =H 4" SECTION P\40Z.1.4.1 2006 IRC FROST PROTECTION’, ExTEND BELOW FROST “INE. PECKS KOT SUPPORTED BY. A pweLtiNG NEED NoT BE PROVIDED WITH FOOTINGS LI THAT EXTEND BELOW THE FROST LINE 7 ‘ ae DECK POST PER PLAN CU S T O M RE S I D E N C E FO R : POST BASE (NIC) FOOTING (N..C.) ~ LJ GRADE / DECK 4 STAIR CONNECTION Ge | DECK STAIR LANDING DECK STAIR LANDING Li n d a l Ce d a r Ho m e s E - ar | SCALE 2 = I'-@" SCALE \" aa '-@" SCALE |" = l'-@" 2 cc = % 7 zSEuS oe Hz=, 8 Bees Snow Fy ou oS emZe-& a 2 a ¢ 3 ae ee * DRILL PILOT HOLES I/I6" LARGER DIA. THAN BOLTS AND Z>S = = So Shs 3 SD% - 12% DIA. OF LAG SCREWS. SATURATE RILOT HOLES Ew eo 2 a go 2 WITH A WOOD PRESERVATIVE SUCH AS CUPRINOL, NIC. SeCoz2 PF ssuge N zegeno 9 saece y|%F ie o tBu ROAST WOOD, 2x6 ROAST WOOD, 2xe SIDING PER PLAN | SIDING PER PLAN | ") Qs z i of i = D> 33 3 2 mi S628" § 2588 (2) #173, l6d EG. SINKER (2) #113, ld EG. SINKER |} SLAB PER | bs Oy 22an a et ES? at EACH END and OVER at EACH END and OVER SHEATHING PER PLAN PLAN SHEATHING PER PLAN ~ vy) oo Ho SHBS PF Sesser Important AC@ Fastener Requirements EACH SUPPORT EACH SUPPORT QO) hd M200 nL > $= fal AN a lume eee hs 4 iy od Ages ) RUN TYVEK HOUSEWRAP RUN TYVEK HOUSEWRAP = JS treated lumber included in your home is treated with ACQ@ (alkaline, copper, quat). OVER FLAT FLASHING . OVER FLAT FLASHING a} AC@ is 4 corrosive material and therefore the type and quality of connectors, fasteners, DECK BLOCKING DECK BEAM i) = OO La lad washers, flashing and other metals that come Into contact with the treated lumber is PER PLAN PER PLAN (2) , CONIC) 1/2" x 6" HDG _ ia n rt very important. To prevent electrolysis, aluays match metal components with fasteners ALL TREAD ROD IMBEDS see nl ae *120-46G, (1) /2"x@" ————_ 3 that are compatible. SIM JOIST SE] PE SIE<) JOIST UANGES == @ 24" OC. W/ (NIC) EPOXY SETUP A HDG BOLT. SUPPLY ne! =| Ea x ta =| BETWEEN DECK JOISTS. ew K () NUT AND (3) 2" DIA, SS 2" rm "7 > All connectors that come into contact witn treated materials are to be Simpson Strong-Tie PER PLAN L PER PLAN LL SUPPLY 1 NUT AND (2) 2" DIA, a K WASHERS WITH EACH oe a m “ GI85 Z-Max, HDG (hot dip galvanized) or SST20@ (stainless steel) or equivalent. |\ < a 4 WASHERS WITH EACH. ((DESIGN LOAD za 7 SPACE 24" O.C. BETWEEN 7 | ,v QO y DECK BEAM | CANNOT EXCEED 3200 PLF LIVE : L EACH JOIST ANN ne zu {Zz o|/£ 5 Hot dioped galvanized fasteners are to be used with GI85 Z-Max and HDG connectors POST TO BEAM LOAD ON LEDGER) VA by w1/2" Zx |= LJ Q S qd and stainless steel fasteners are to be used with SST320@ stainless steel connectors. Do PER PLAN CONNECTOR (NIC) — IMBED HDG am is Oo & Fe tf) y a |_xt ¥ not use stainless steel fasteners with GI85 Z-Max or HDG connectors. Likewise, do not +— = WASHER IN CAULK TO rss a 1S) Oo N) Ye Q use hot dipped fasteners with $$730@ stainless steel connectors. POST TO BEAM IMBED HDG S PROVIDE AIR SPACE a _ WASHER IN CAULK TO = BEHIND LEDGER ex All anchor bolts, washers and nuts are to be hot dipped galvanized. GENNES TORS GNC. CARIES. ORE nites PROVIDE AIR SPACE I} 2o BEHIND LEDGER i AY Hot dipped galvanized or stainless steel nails or staples must be used when fastening the DECK POST (N.C) ee ee “ | yw Ww sheathing into the treated mud sill. Mechanically galvanized or electroplated gun nails are POST BASE (NIC) TREATED LEDGER BOARD IMBED LEDGER BOARD | Ot not appropriate in this situation. POST BASE (NIC) PER PLAN PER PLAN ae re »- be Flashing that comes into contact with treated materials must be copper or stainless steel. FOOTING (N.I.C.) FOOTING (N.C. HANGER FER PLAN HANGER PER PLAN | noe p 4 Use the appropriate fasteners for the flashing material chosen. 1 Vd <q Zz LJ LJ 14" FLAT FLASHING FIELD 14" FLAT FLASHING FIELD Bi aL AY) Use hot dipped galvanized or stainless steel fasteners when fastening decking to treated material. GRADE GRADE BENT TO MATCH SIDING, NIC. BENT TO MATCH SIDING, N.LC. VO ra Hi Uw uf H SIDING PER PLAN 7 ul = 2x6 ROAST WOOD u SPACED DECKING with 2x6 ROAST WOOD ra Zz (2) #173, |IGA EG. SINKER or oe 0 SPACED DECKING with a “I at EACH END and OVER (2) #113, lod EG. SINKER WNP S EACH SUPPORT on Zia4{E ® at EACH END and OVER =iuif2 4 EACH SUPPORT ow (2 a ” E DECK CONNECTION we jks e a > | 9) D L WRECK CONNECTION mp) BECK CONNECTION N TO CONCRETE WALL >) DECK CONNECTION Si 27H 39 8 SCALE |" = 1'-@" SCALE I" = I'-O" DLIDFEe@5 - 91 scale yo! SCALE |" = I'-@" ORDER NUMBER | PAGE 7 KS-41054 23 4'-O" ROOFSHEATHING PER PLAN SHEATHING SPAN @ GABLE END MANUFACTURED TRUSS _ / RAFTERS PER PLAN #4)), 2x2 NAILER 2'-@" !W-10 |/4" | ox SG -EUT GUTLGORERS 5, FRAMING RAFTER FRAMING PER PLAN / DRIP EDGE FLASHING iN / ROOF SHEATHING PER PLAN GABLE TRIM PER PLAN i <= F FULL HEIGHT VENTED BLOCKING WITH TRUSS FASCIA PER PLAN “lah | PACKAGE TRUSS PER PLAN v2" a *1B0-5, SIMPSON H25 : #414, 2x6 FASCIA NAILER | Y AT 48" oc. | > Oo RIDGE VENT PER PLAN ” ~~ DRIP EDGE FLASHING (NIC. SHEATHING PER PLAN SOFFIT LINER PER PLAN | fi ~ Ni #412, 2x4 NAILER at 24" OC. | ow At Ee Cx] M WALL PER PLAN A \ FASCIA PER PLAN | 5 | z q _I GABLE DROP CHORD ! LINER PER PLAN 7 TRUSS PER PLAN it TRUSS PER PLAN | a uu SOFFIT VENT PER PLAN EXTERIOR SIDING PER PLAN | y | G EXTERIOR WA PLAN . = SOFFIT LINER PER PLAN R LL PER PL | DEPTH OF OUTLOOKER FRAMING TO < | BE DETERMINED BY HOUSE GABLES. © h a) Q SIDING PER PLAN V IN F O R M A T I O N TRUSS EAVE CONNECTION = TRUSS RIDGE DETAIL OUTLOOKERS at GARAGE TRUSS GABLE SCALE |" = I'-@" SCALE |" = |'-@" Cc SCALE I" = I'-@" D2 / O E / \ O PR E L I M I N A R TH E BL O C K S BE L O W YO U NLC. ROOFING NLC. FELT 122-O5B, 15/32" OSB SHEATHING 2X12 RAFTERS AT 24" OC. #48), 2x|2 BLOCKING JOB NOTCH FOR VENT VENTILATION WEDGE PER SCHEDULE CO N F I R M I N G TH A T TH E IN I T I A L I N G CO N T A I N E D ON TH I S PA G E HA S BE E N RE V I E W E D AN D AP P R O V E D . DE A L E R AP P R O V E D CU S T O M E R AP P R O V E D BY AR E DRIP EDGE FLASHING NIC. SOFFIT LINER PER PLAN #412, 2x4 NAILER 24" OC. BEAM PER PLAN "41D, Ix2 NAILER re Lu O WALL TO ROOF Pi 180-5, SIMPSON H25 er oe ri = Q CEDAR FASCIA PER PLAN Zz % Lu _/ | i CONTINUOUS VENT STRIP PER PLAN = s ed a) a) O CONNECTOR PER FLAN Li n d a l Ce d a r Ho m e s (D) 4/12 EAVE CONNECTION EXTERIOR SIDING PER PLAN EXTERIOR SIDING PER PLAN | DOOR HEADER PER PLAN | | | #195, FLASHING OO SHEATHING PER PLAN | SHEATHING PER PLAN #411-C, 2x8 TK CEDAR JAMB a | : EXTERIOR WALL PER PLAN #457-C, Ix4 TK CEDAR TRIM ! a EXTERIOR WALL PER FLAN LL L SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 F O R AL L O W A B L E VA L U E S AN D / O R "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . lt is no t to be re p r o d u c e d , no r is th e CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L in f o r m a t i o n co n t a i n e d to be us e d to PR E S E N T E D IN TH I S DO C U M E N T . IT IS SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r LINER PER PLAN OH. GARAGE DOOR y\ JAMB (2x6) WALL WALL TO CONCRETE SLAB WALL TO CONCRETE SLAB J Lil LINER PER PLAN N ri n a OVERHEAD GARAGE aed a > DOOR PER PLAN ai td , = OH. GARAGE DOOR | — ex |® 9 99 (> HEADER (26) WALL I . z. 8 8 5 3 | | | Sa lg sie Le SCALE 3/4" = 1-0" DLIGABS2 - a _ 1 } & a Q |e 4 i Fi } a OVERHEAD GARAGE U3 #412, 2x4 FRAME tri Es AN = \— 3x TREATED SILL POST PER PLAN PLATE PER PLAN 3x TREATED SILL L 0 #451-C, Ixd TK cteA ROAM SEALE PLATE PER PLAN 6 4 7 CEDAR TRIM CONCRETE $LAB and with FOAM SEALER a ia ‘ *4I1-C, 2xB TK aa CONCRETE SLAB and Z 5 / 7 CEDAR JAMB A FOOTING PER PLAN oD ul SHEATHING PER PLAN ” <J - FE y <j mf 2 SIDING ft 9 PER PLAN = _ LW CAULKING “ a S = <[ 0 3 HO M E O W N E R DI S T R I B U T O R CU S T O M CU S T O M J q SCALE 11/2" = I'-@" SCALE 11/2" = I'-@" ORDER NUMBER KS-41054 SCALE 3/4" = |'-@" DLIGA5@3 - 2 "¢ G if k SHEARWALL SCHEDULE] STC TURAL NOTES Lee ~ = MARK SHEATHING FASTENER SPACING BOTTOM PLATE FRAMING ALLOW- | NOTES | CODES AND SPECIFICATIONS i x S , @ ALL EDGES NAILING OR ANCHOR BOLTS | ANCHORS ABLE bo | , Z6- 3 Nore) NOTES 4, 4) ee YNTE (NOTES m1, 'e) | SHEAR . = —LINTERNATIONAL BUILDING CODE, 206 EDITION ae e a> lo" MIN. APA RATED | 1BI2-1/4"MIN.@6"0C. | 161"x3-I2" MIN. 6 8" OC. | 2. INTERNATIONAL RESIDENTIAL CODE, 2006 EDITION se IA SHEATHING OR OR | OR A35 8 2'-4"0C, | 130 PLF 2 ~~ ) , ‘ pt , | 3, SIMPSON STRONG TIE CONNECTORS AND ANCHOR V6" MIN. APA RATED | 131"2-1/4" MIN. @ 6" OC. | 161"X3-/2" MIN. @ 6" OC. OR | | | - | | _ = S APA RATED SIDING 303 | 14GA.@ 6" OC. 5/8" AB @4'-6"0C. |oe REL , —_ WOOD MUST BE STAINLESS STEEL, ZMAX (GI8BHDG PER gy = : : ASTM A653), BATCH/POST HOT-DIP GALVANIZED (PER 16" MIN. APA RATED. | J31"x2-1/4"MIN. @.4" OC, | J67"X3-1/2" MIN. @ 4" OC. OR : - | Q) ® oS D> SHEATHING OR OR 2" AB @2'-O"OC.0R | AI 8I-0"0C. | 350PLF | 2 a ASTM A123 FOR CONNECTORS AND ASTM AI53 FOR = 285 APA RATED SIDING B03 |) MGA @A* OC. 5/6" AB @ 3-0" OC. lor RBC | - FASTENERS), OR MECHANICALLY GALVANIZED FASTENERS / ore. ® , a | (PER A 3 cm V6" MIN. APA RATED | J3I"X2-1/4"MIN. @3" OC, | \V4!X5" LAG SCREU € T" OC. OR = Ame AE ect oe celia INZOATER SO > SHEATHING OR OR 2" AB @l'-6"OC.OR | AI @I0"OC. | 451PLF | 2,4,9,10 = , 7 Dee) gee WET ee Meet lillie TU er ey Ss aa , : : _ a GALVANIZED CONNECTORS, THE CONNECTORS AND ~ 12 Vio" MIN. APA RATED | 148"2-1/2" MIN. @ 3" OC. | 1/4°X5" LAG SCREW @ 6" OC. OR / FASTENERS SHOULD BE MADE OF THE SAME MATERIAL Je OO SE => SHEATHING OR OR 2" AB @ |'-4" OC. OR Ax @8"OC. | S45 PLF | 2,4,9,10 : : oe = > APA RATED SIDING 303 | 14GA.92-12"0C, | 5/8"ABe2-0'0C. | oc REC | ees " " " . ; - E : a «ty pend It ou C, re . at SHEATHING BOTH SIDES | uaa stoc, | BAB elanOc | eee 9,10 © al WIND LOAD _ INTERNATIONAL BUILDING CODE - 2006 w os , a SIMPLIFIED METHOD, BASIC WIND SPEED = 85 MPH, 0 , ESS ' 7 EXPOSURE C e NOTES: noe! 7 , ' ee ee nr 2. SEISMIC INTERNATIONAL BUILDING CODE - om | ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: @131 DIAX 2 /4" MIN, 0148" DIA X 2 12" MIN, lod A , CATEGORY sb COMMON = 0161" DIA X 3 1/2" MIN, 5d COOLER = 0.086" DIA X 15/8" MIN, 5d GUB = 0.092" DIA x | 3/4" MIN, IBGA STAPLE = 0012" DIA X 11/2" MIN, 14 GA STAPLE = 0080 DIA X 11/2" MIN. eae: 3,ROOFLOAD = DL = [5 PSF 2. ALL APA RATED SHEATHING AND SIDING AND PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER ' LL = 25 POF FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR | A FLOOR LOAD . DL x PSF VERTICALLY. SPACE NAILS AT 12" OC. OR STAPLES AT 10" O.C. ALONG INTERMEDIATE FRAMING MEMBERS, he agree 3, PROVIDE ALL ANCHOR BOLTS WITH 3"x3"x3/l6" PLATE WASHERS. , “a | | ee 4, AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL #421. ' 5.DECK LOAD DL = 10 PSF 5, PROVIDE 1/6" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB LL = 40 POF RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. | 6. SOILS ASSUMED 1520 PSF ALLOWABLE SOIL BEARING 6. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" OC. ON” | ASSUMED 30 PCF EQUIVALENT FLUID PRESSURE EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL | FOR RETAINING WALL DESIGN BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. | 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS, SEE DETAIL #30 FOR SHEAR 1. CONCRETE BOOP SI @ 26 DAYS TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING I6 PERPENDICULAR TO WALL , | GRADE 40 REINFORCEMENT SEE DETAIL #302 FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. , MINIMUM 3° COVER FOR ALL REINFORCEMENT 8, AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DETAIL #304 TIE SHEARWALL TO ROOF EXCEPT AS NOTED AT RETAINING WALLS OR TRUSS WITH FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH | | , OTHER DETAILS. AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW _ oi 8, MORTAR TYPE $ 9, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE yl 3X MEMBER ® SHEARWALL TYPES 34, AND 5. FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE , SHEATHING. 2 7 I. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAT A SINGLE 3x - TIMBER CONSTRUCTION NOTES MEMBER @ SHEARWALL TYPES 3,4, AND 5. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL a . TO RECEIVE LAG SCREWS SUCH AS A 3x RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOU a |. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE AS SHEARWALL. @ SHEARWALL TYPES 3,4, AND 5. FOLLOWS UNLESS NOTED OTHERWISE ON PLAN: I. FASTENERS AT PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL, | } GI85 HDG, BATCH/POST HOT-DIP GALVANIZED OR MECHANICALLY GALVANIZED. | ALL LUMBER, UNLESS NOTED OTHERWISE HEM-FIR 2 OR BETTER , | GLULAM BEAMS — 24F-V4 Fb=2400 P6l | 3/4" MICROLAM, LVL E=1800 KSI Fos2600 PSI 2 IIe", 3 1/2", 5 1/4" ¢ 1" PARALLAMS, PSL E2000 KSI Fo=2600 PSI 2. WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE | STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2-SIMPSON 'MSTA24' CONNECTORS, UNLESS NOTED OTHERWISE. 3, ALL SHEAR WALL SHEATHING NAILS AND ANCHORS SHALL BE AS y DETAILED ON THE DRAWINGS AND AS NOTED IN THE SHEAR WALL t SCHEDULE. — y 4, FLOOR AND ROOF DIAPHRAGM NAILING SHALL BE 8d COMMON t @ 6" OC. AT ALL SUPPORTED PANEL EDGES AND 8d @ I2" OC, AT E INTERMEDIATE SUPPORTS. REVISION DATES SOIL CONSTRUCTION NOTES | ALL FOOTINGS AND SLABS SHALL BEAR ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR — 2, ASSUMED ALLOWABLE SOIL BEARING PRESSURE = Ib PSF GENERAL CONSTRUCTION NOTES ND | ww . CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY _ oO VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE > | ATTENTION OF THE DESIGNER OR THE ENGINEER : _I 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS <I ; DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED 4 FIELD CHANGES MUST HAVE THE APPROVAL OF THE ENGINEER = : PRIOR TO CONSTRUCTION. O V\ uy Vv ~9 | 5 EF i $ : SCALE DATE O : DRAIN BY SHEET NO. : PROJECT NO. S-] cA : = , | ern - 7 1 2X STUD WALL | , ao, 2 |. BOTTOM PLATE NAILING TT ' L 2x STUD WALL IE . . 2. SIMPSON HOLDOUN ; |. 2X BLOCKING @ 2'-O" OC. IN ae labled brmeieaeaiome » 2. SIMPSON HOLDOUN PER TT PER PLAN FIRGT THREE JOIST 6PAC Fs i= FON a ad 2. 2x STUD WALL PLAN, FILL ALL NAIL HOLES 3. 2X TREATED BOTTOM PLATE 2. NAIL TO BLKG, WITH 8d“ 4" OC. b 8 ON < 3, SIMPSON HOLDOUN PER ; \F Wed NAILS | BNCHOR BOLT SIZ ONG 3, FRAMING ANCHORS PER iv BS PLAN, FILL ALL NAIL HOLES 3. EDGE NAILING @ BOTTOM ee | SHEAR WALL S@HEDULE iy . 5 > Wied NALS Naty PLATE AND SILL PLATE } , 2 5 | 4 Lo & DCE NAILING @ BoTTcH pe Eg , 4, SHEATHING AND NAILING ON \ a é i "PLATE AND SILL PLATE y-4 6 ~©~—. 4,: 2X TREATED SILL PLATE PER SHEARWALL SCHEDULE | Se | a" : ° hig 25 ANCHOR BOLT SIZE AND ND PER ELEN * *: = , 4 & O/F 5, ANCHOR BOLTS SIZE AND = pad SPACING PER SHEAR WALL | 5. (2) *4 REBAR CONTINUOUS | LL =I ye 2 SPACING PER SHEAR WALL |Z Dens SCHEDULE | i = = d Z hy 2) i meee i OC (VERTICAL) = M=l Ir EI I| 5. *4 REBAR le! OG. (VERTICAL) . MW=l j= im , . — ra : — a ake Oe z = |], @ M4 REBAR 1" OC (HORIZONTAL) “lS |i I (|||= _ T <p = ° ; = 1% EPA IO" OC (HORIZONTAL) 7 —=—+ 1 2) 4 REBAR CONTINIOUS 9 2 ‘ W=lI gy = = NL &. (2) 4 REBAR CONTINOUS * O}| im ° 5 . “NOTE: AT HOLDOUN, THICKEN WW= A _ | BALANGE PER Q) 2 Pas > \ ie , , 3 | | , FOOTING TO PROVIDE A = . DETAIL Coa = GO? ®W O 2 As | 9 4] | WN ! | om ie _ FOOTING DEPTH 3" GREATER (2% | or .— . = Ale |A a 3 : ae r THAN ANCHOR BOLT EMBEDMENT oS A tL A! [4 | ; | 4 , — A 24" LENGTH @ HOLDOUN Wi aie a TYP. SHEAR WALL DETAIL ~ TYP. SHEAR WALL DETAIL \ TYP. SHEAR WALL DETAIL RECTRAINED RETAINING WAL <8 ol) 102 sr ecaLE 7 22 JOISTS PARALLEL TO WALL Mess reer cen @ INTERIOR THICKENED FTG. : QBS , , _ 3/4" SCALE Aire Os 3 fay ay |. BOTTOM PLATE NAILING Wy = ; ere | | | PER SHEARWALL SCHEDULE , — 4 a TaN / a | BOTTOM PLATE NAILING | | | 2. SHEATHING AND NAILING | v JA PER SHEARWALL SCHEDULE | USE TOP PLATE NAILING | . PER SHEARWALL SCHEDULE aN . SHEATHING AND NAILING 5 ee 2. SHEATHING AND NAILING PER SHEARWALL SCHEDULE : AND PER PLAN PER SHEARWALL SCHEDULE Fi \ i a PER SHEARWALL SCHEDULE 2. SIMPSON FRAMING ANCHOR | - 3, SIMPSON STRAP PER PLAN. : ; 2. BOTTOM PLATE NAILING AND PER PLAN , L PER SHEAR WALL SCHEDULE =| SLOT PLYWD. AND BEND =< 3 4 PER SHEARWALL SCHEDULE ia ee ae STRAP @ JOIST OR BLOCKING | y PLYUWD. JOINT 3, 2X STUD WALL 3. EDGE NAILING PER |. r N. | 3. Bd ® 6" OC, AT EACH JOIST 4, EDGE NAILING PER - SHEARWALL SCHEDULE . 4: EDGE NAILING FER 5 | IN CANTILEVERED PORTION 6 4 © SHEARWALL SCHEDULE 4, SHEATHING AND NAILING 4 (ae ee AS 4 _ 8 rfc é tb 4, 8d © 6" ON CENTER LYWD. JOINT B. SIMPEON STRAP PER PLAN. aca ata = an Fa 5. A35 SIMPSON FRAMING oe CENTER ON RIM JOIST. AND PER PLAN | : ANCHORS PER SHEARWALL (AT INT. WALL SLOT PLYUD.) mi SCHEDULE OR A35F ANCHORS 4 6. SIMPSON FRAMING ANCHOR ON OUTSIDE FACE it PER SHEARWALL SCHEDULE (NOT REQUIRED IF PLYWOOD | | BN JOINTS ARE LOCATED AS | IF JOISTS ARE PERPENDICULAR | IF JOISTé ARE PARALLEL To N35 SHOUN ON THIS DETAIL). : TO SHEARWALL PROVIDE (2) 2x SHEARWALL PROVIDE DBL. | Po . | - BLOCKING BETWEEN JOI8TS FOR FULL JOIST UNDER SHEARWALL Tyt an ; | LENGTH OF SHEARWALL Go) TYPICAL SHEAR WALL DETAIL Sp TYP. INT. SHEAR WALL DETAIL gp TYP. INT. SHEAR WALL DETAIL 5p) SHEAR TRANGFER DETAIL @ WITH WALL BELOW — WITH NO SHEAR WALL ABOVE | WITH NO SHEAR WALL BELOW ' CANTILEVERED JOISTS 3/4" SCALE 3/4" SCALE . oa SCALE 3/4" SCALE | | : : FOOTING SCHEDULE L SIMPSON ANCHOR WITH \ a [ | ALLOWABLE UAL en ; a === J |MARK| SIZE |DEPTH| REINFORCING LOAD 3. 2X SHEAR WALL Yo L. 3 | , _ a 5 <> b 2X NAILER WITH 1/2" ROUND 18 18”x18” 8” 2#4 each way 33/75# 4. BEAM BELOW WALL IL /- >| = , , eee as ee \ \ Se tte RH ATE 24 | 24°x24” | 10” | 3#4 each way 6000# | [ K | | a : SANE en. STREL BEAM PER PLAN 30_| 30°x30" | 10” | 3#5 each way 9375# is =] IPN 5, (exe PLES Oe 36__| 36’x36" | 10” | 3#5 each way 13500# | , art do 7 (2) 2"ROUND BOLTS 42 42"x42” 10” 3#5 each way 18375# al Ll = ya 4 OIXONROST 48 | 48"x48" | 12” | 4#5 each way 24000# | 3 | A , 54 | 54°x54” | 12” | 5#5 each way 30375# bed / | Lit | 60 60”x60” 12” 5#5 each way 3/500# 4 | oO , 66 | 66’x66” | 12” | 6#5eachway | 45375# 72 | 72°x72” | 12” | 7#5 each way 54000# _ Note: Footing design is based on 2500 psi concrete and an HOLOOWN WIT BEAM BELOW PR E P A R E D FO R 205) . 207 STEEL SEAM POST CONNECTION - allowable soil bearing pressure of 1500 psf. 3/4" SCALE o , ————— . 3/4 eee REVISION DATES 4 4 3 = ae | BOTTOM PLATE NAILING L ROOF TRUSSES PER PLAN SS PER SHEARWALL SCHEDULE 2, SIMPSON 'H25' AT EACH TRUSS l a , 2 2. SHEATHING AND NAILING , a ; aed SAS sotoc 4b SHEATHING AND NAILING BS / OS eEeOUN N A L SSer Ives Tem ea Ry | iG. ER SHEARWALL SCHEDULE ) ‘ABB 5, SHEARWALL NAILING PER ie Feeney \ 3, SIMPSON AGG SERCEO PER i eel eee __ 2 Sere : UA NOTE: PROVIDE SHEATHING J 2. SIMPSON 'A35' FRAMING ANCHORS | Shh nee —_ | —_ 3. 2"X4" BLOCKING BETWEEN C\ < + OO MO NEMENALL AND NAILING PER SHEARWALL Pee eS Sree / 3 , 2 TRUSSES Ze 4 PARQ CHG e SCHEDULE OR DESIGN TRUSS 2 3. BANAILS @ 6" ON CENTER © -P / ss, 4, SHEARWALL TYPE PER SHEAR iw ACHEADUL AS A DRAG STRUT, REFER TO 4, GABLE END TRUSS | a: Band) oder cae IN WALL SCHEDULE AND PER PLAN 410 5. 2X FRAMING ON TOP OF FORCES } LOWER WALL 4 N 3 Y q , , , , 2 ss. - ROOF TRUSS aN it <[ 7 | a lV yO b : Oo ad ia 3 7 \ wu {t , 4 | ' oA 3 bE Ud Lt —. o on ae co OPTION ‘A OPTION 'B' | q s > | | | SCALE DATE : PERIMETER CHEAR TRANCFER Go) GABLE END TRUSS DETAIL 30)_L TR. INT. SHEAR WALL DETAIL So) TYP. INT. GHEAR WALL DETAIL et | DRAUN BY O. 22) DETAIL EXTERIOR GHEARWALLS 3/4 SCALE | WALL PARALLEL TO ROOF FRAMING WALL PERPENDICULAR TO TRUSS 3/4" SCALE | | 3/4" SCALE 3/4" SCALE PROJECT NO. S-2 i ] | |. 2X TREATED SILL PLATE | - ; ae ? | | 4 | 2 WITH ANCHOR BOLTS PER A\- |, 2X BLOCKING ® 2'-0" OC. IN — 3 , | \ ke SHEAR WALL SCHEDULE | FIRST THREE JOIST SPACES , x a= ; 2. %4elg"0C, 2'-0" 2. NAIL TO BLKG, WITH 8d @ 4" OC. gy = et a 3, FRAMING ANCHORS PER 2 > || 4 eed 1 SHEAR WALL SCHEDULE , y ‘7 : , ne [ ak , an Cee : x NOTE: BACKFILL WALL PRIOR Soo , @ GARAGE SLAB sie | ay cece vee Lae et gee cot aol ios, ~ JO NBTALL ING FLOOR FRAPING, Take A Y |e cera | : esl [= |. BACKFILL WITH 18" MIN. OF FREE ~ | 2 i> Sea Has | DRAINING BACKFILL AND PROVIDE QO? = L_|/ of [ | , YE : 4" ROUND FOOTING DRAIN Pa xs TT | _ , a aoe oe ° | 2. VERTICAL REINFORCING ‘<_ gh & os | ~ , WEEN |» , 3, HORIZONTAL REINFORCING gy S on dra , |= BALANCE PER a a? 4, DOWEL TO MATCH VERTICALS Q) 2 x aN , yo ra a , DETAIL (04) | , code b. (3) *4 BARS MINIMUM — GAs & “INKL, me, N, oe | _& |. FRAMING ANCHORS PER | | +r 6. FOOTING REINFORCEMENT QO? ic = => SHEAR WALL SCHEDULE 7 | = : CLR 5.5 ni S bods 20> nh i raw 2. JOISTS AT 16" OC. MAX. | — | Roos | ay - “<i = NEE} ay 3, NAILING PER SHEAR WALL SCHEDULE App REOTRAINED RETAINING WALL me ot Blt an /—* it aNCHOR BOLTS PER CY JOISTS PARALLEL TOWALL | + | J ssh R BOLTS PER . is aon a | : y RETAINING WALL SCHEDULE , 3/4" SCALE , on ce a Ox 2s 5. HORIZONTAL REINFORCING | , — —— , _ hi cy < & 6. VERTICAL REINFORCING 5 ae ree, Ee / 4 = io v2" 1. DOWELS TO MATCH VERTICAL , ame , < mae |) cr ReNORDING , 7 > , Bs Bis | Tie E , SLAB ONGRADE ON COMPACTED : a I oe I II 5 FILL , , ek = ;: , 9, BACKFILL WITH 18" MIN. OF FREE ; mS . 5 TIT ey DRAINING BACKFILL AND PROVIDE ~ “ a oer _] Ollll . I| oF . 4" ROUND FOOTING DRAIN V4 é e e 1A IO. FOOTING REINFORCEMENT : aan a Ss NOTE: FLOOR FRAMING AND SHEATHING , , ) ° MUST BE INSTALLED PRIOR TO | , | BACKFILLING. L | ~\ [* = ‘ js | , , \ =I" , bos (oe CANTILEVERED RETAINING WALL O ee 7 | on bo 3/4" SCALE 2 - la : - a REFER TO SCHEDULE BELOW wy a) re) aa RESTRAINED RETAINING WALL 3/4" SCALE CANTILEVERED RETAINING WALL SCHEDULE RESTRAINED RETAINING WALL SCHEDULE . | | | H T Ly. | D VERTICAL HORIZONTAL DOWELS FOOTING , I REINFORCING | REINFORCING REINFORCING H T {| W | D | VERTICAL HORIZONTAL | FOOTING | ANCHOR BOLTS | FRAMING | G REINFORCING | REINFORCING | REINFORCING _ANCHORS | 4'-O"| 8" | 2-9") 3B" | B" | Melo"OC, | 4a@lD"OC. | 4416" OC. *4 @ 18" OC. B'-O"| 8B" | 20") BY | #4 416" OC. #4 @ 10" OC. 2-5 CONT. | 3/4" DIA @ 36" OC. A34 | 6'-O"| B" | 3-O"] pig] gt #4412" OC. #4 @ 10" OC. #4 @ 12" OC. #4 @ 18" OC. g-O") B" | al" | Bt | #4 @ 12" OC. #4 @ 10" OC. 2-*5 CONT. | 3/4" DIA @ 32" OC. A34 iS a'-o"| 8" | zen] pope | ign *%al"oc | 42@1l0"0c % @ 12" OC. #4 @ 16" OC. Io'-O"| 8" | 22" | 10") % @ i" OC, "4@10"0C. | 2- CONT. | 3/4"DIA @ 24" 0C. A34 | io-o'| a" | a-o'l pt! iol tem'oc | “em'oc | %elo'oc % @ "06. W-O" | I" | 24") 2" | % @ "OC, @ |2" OC. 3 - S CONT. | 3/4" DIA @ 2I" OC. A35 | , 2'-O" | 1D" | ]'-2" | 2-2") 2" *1 @ 10" OC. #4 @ 8" OC. "1 @ 10" OC. > @10" OC. '-O"| IO" | 24") 12" | OF, @ 12" OC. - 5 CONT. | 3/4" DIA @ 18" OC, A35 | I2'-O"| IO" | 24 12 © 4a10" OC 412" OC 3 D 3 ae | NOTES: |. CONCRETE STRENGTH SHALL BE 3000 PS| @ 28 DAYS. srecian iwsree-non % NOTES: , 2. REINFORCING BARS SHALL BE GRADE 40. S |. CONCRETE STRENGTH SHALL BE 3000 PS| @28 DAYS, 3. LATERAL EARTH PRESSURE = 30 PCF WITH LEVEL BACKFILL. Q 2. REINFORCING BARS SHALL BE GRADE 42. 4. PASSIVE RESISTANCE = 300 PCF AND COEFFICIENT OF FRICTION = 0.35. w 3. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF. . 5. PROVIDE FREE DRAINING GRANULAR BACKFILL FOR A MINIMUM OF 18" BEHIND RETAINING WALL. : 4, FLOOR SHEATHING AND ANY CONCRETE OR WOOD SHEARWALLS WHICH RESIST LATERAL LOADS oe 6. PROVIDE A MINIMUM 4" DIAMETER PERFORATED PIPE SURROUNDED IN PEA GRAVEL OR WASHED IMPOSED BY BACKFILL MUST BE IN PLACE AND NAILED PRIOR TO BACKFILLING FOUNDATIN WALLS. ee CLEAN GRAVEL (MINIMUM 9" COVER) AND SLOPED TO A STORM DRAIN SYSTEM OR OTHER APPROPRIATE ——__— . Pons OUTLET. PERIMETER DRAINS SHOULD BE PROVIDED WITH CLEANOUTS AS NECESSARY TO ALLOW PERIODIC INSPECTION AND MAINTENANCE OF DRAINS. <p) =! <L + Lu QO —_t —l <I = OS = y = r EF ~<t ui _ jt E 3 SCALE DATE 3/4" = 1'-O" “ DRAIN BY SHEET NO. : PROJECT NO. S-3 : INDEX NOTE ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL (LINDAL) DRAWINGS AND THE STRUCTURAL DRAWINGS BY AN ENGINEERING CONTRACTOR, IN REGARDS TO THE STRUCTURAL ELEMENTS, THE STRUCTURAL DRAWINGS WILL SUPERSEDE. REFER TO ENGINEERING CALCULATIONS and ENGINEERING DETAILS ON S-SHEETS ATTACHED TO COUNTY PERMIT FOR ADDITIONAL STRUCTURAL INFORMATION. SKYLIGHT SCHEDULE * DO NOT ROTATE SKYLIGHTS ** _— _.. PAGE TITLE A ATS/SMR SHEET B SPECIFICATIONS i MAIN FLOOR PLAN 2 MAIN FLOOR OVERLAY 4 DECK FRAMING PLAN 3 FIRST FLOOR FRAMING FLAN 4 ROOF FRAMING FLAN 5 FIRST FLOOR ELECTRICAL PLAN 6 FRONT ¢@ RIGHT SIDE ELEVATIONS 7 REAR é¢ LEFT SIDE ELEVATIONS 8 CROSS SECTION C-! 9 CROSS SECTION C-2 10 CROSS SECTION C-3 11 CROSS SECTION C-4 12 CROSS SECTION C-5 13 CROSS SECTION C-6 14 CROSS SECTION C-7 15 ROOF DETAILS SHEET | 16 ROOF DETAILS SHEET 2 17 EXTERIOR WALL DETAILS 18 PROW FRONT DETAILS 19 PARTITION DETAILS SHEET 20 EXTERIOR DOOR INSTALLATION SHEET 21 WINDOW ¢ SLIDER INSTALLATION DETAILS 22 WINDOW ¢ DOOR FLASHING DETAILS 23 FLOOR DETAILS 24 GARAGE DETAILS 25 26 27 28 29 30 31 32 33 34 35. 36 Bf 38 39 WINDOW CODES FRAME GLAZING BLAZING OPTIONS LHP Vinyl White | Y || LOW-E ARGON Clear LHP Vinyl Sand D (1000/500/ LE-SQR ) Tempered (T) Xx Cedar C Heat Mirror 88 Breather Tubes (BT) | Z Cedar Clad Sand | P Heat Mirror 66 T/BT B Cedar Clad Whte | W || Single Bronze (BZ) N Cedar Dbl Hung | H T/BZ K Cedar Slider L Obscure (0) O Vyl Snd Fir Panel | F TIO J Vyl Wht Fir Panel | G BT/BZ F Milgard Vinyl White; T BT/O G Milgard Vinyl Tan | Q BZ/O H T/BT/BZ V TIBT/O P T/BZ/O Q BT/BZ/O U EXTERIOR DOORS INTERIOR DOORS BI-FOLD DOORS R=RIGHT HAND SWING L=LEFT HAND SWING PH=DOUG FIR D=DOUBLE DOORS S=SIDE LIGHT $2=DOUBLE SIDE LIGHTS O=OUTSWING SR=SOLID CORE RED OAK R=HOLLOW CORE RED OAK FB=FIR BI-FOLD FP=FIR PANEL X=POCKET DOORS R=RIGHT HAND SWING L=LEFT RAND SWING 4=4 9/16" JAMB 6=6 9/16" JAMB D=DOUBLE DOORS OP=OAK PANEL OB=OAK BI-FOLD HL=HEMLOCK LOUVERED VELUX # LCH PART # ROUGH OPENING FIXED/OPENING VS-308 82811 30.1/2" x 55.1/2" OPENING VS-606 82812 44.3/4" x 46.7/8" OPENING VS-104 82813 21. 1/2" x 39" OPENING VS-108 82814 21. 1/2" x 5.1/2" OPENING VS-601 82820 44.3/4" x 28" OPENING FSF / FS-308 82815 30.1/2" x 55. 1/2" FIXED FSF / FS-606 82816 44.3/4" x 46.7/8" FIXED FSF / FS-104 82817 21.1/2" x 39" FIXED FSF / FS-108 82818 21.1/2" x 55,1/2" FIXED FSF / FS-601 82819 44.3/4" x 28" FIXED GGL-410 82821 37.1/2" x 63.1/2" OPENING GGL-808 82822 53.1/8" x 5.1/2" OPENING MATERIALS SHIPPED "All materials ordered from Lindal Cedar Homes (LCH) are outlined in the Design Specification Sheet (DSS). These plans may contain part numbers and/or references to materials that may not be included in this home package. The DSS overrides the plans in determining what materials are provided by LCH." 1. GENERAL NOTES A. Details and notes shown on this sheet are typical and shall apply unless otherwise shown or noted on plans. Details on construction plans not fully shown shall be of the same nature as those shown for similar conditions. The contractor shall be responsible for verifying all dimensions, elevations, property lines and other related items on this job. B: All construction shall conform to local codes and ordinances. C. It is the contractor's responsibility to comply with all pertinent sections, as they apply to this project, of the “Construction Safety Orders” issued by the state in which construction is taking place and all OSHA requirements. Lindal Cedar Homes does not accept any responsibility for the contractor's failure to comply with these requirements. D. The contractor shall be responsible for the adequate design and construction of all forms, bracing and shoring required. The contractor shall provide adequate stays and bracing of all framing until all elements of design have been incorporated into the project. E. In crawl spaces, maintain a minimum of 18" clearance under floor joists and 12" under beams and girders . F. Individual concrete piers shall project at least 8" above exposed ground unless the post is treated or wood of natural resistance to decay. G. All wood, including posts within 6" of ground shall be pressure treated or foundation grade cedar or redwood. ———— H. Stairways - rise, 4" min. and 7 3/4" max., run 10" min., headroom 6'-8" min., width 36" min. |. Enclosed space under stairs shall be one hour construction. J. Stairways with 4 or more steps require a hand rail 34" to 36" above tread nosing. Handrail supplied by others. K. Common walls and ceiling between garage and dwelling and any other garage wall if supporting a floor over the garage shall have 5/8" type x gypsum wall board on the garage side. Amin. of a 1- 3/8" tight fitting solid core door with self closer is required between the garage and dwelling. L. Columns, posts and beams supporting a second story over a garage shall be protected with one hour construction. M. Appliances installed in garage generating a spark, glow or flame shall be located 18" above the floor. N. Bath and laundry rooms require operable windows equal to 1/20th of the floor area with a minimum 1.5 sq. ft. or mechanical ventilation. O. Tempered glass shall be provided at all hazardous locations. P. Receptacle outlets shall be installed 6'-O" from corners 12'-0" 0.c. maximum and on any wall 24" or wider. In kitchen and dining areas, counters wider than 12" require a receptacle outlet. Q. All receptacle outlets installed outdoors shall be in a weatherproof enclosure and have approved ground fault interrupter circuit (GFl) protection. One such exterior outlet is required. R. Provide GFI protection for receptacles in bathrooms and garages. GFI protection is also required for non dedicated counter receptacles within 6'-0" of the kitchen sink. 2. LUMBER A. 2" framing lumber is KD #2 & btr. SPF (spruce, pine, fir). B. 4" framing lumber is #2 & btr. Douglas fir. C. Floor Sheathing Options (See Plans for Type) - 3/4" T&G, APA rated Sturd-l-Floor underlayment grade plywood. - 23/32" T&G, 0.S.B. APA rated Sturd-I-Floor underlayment grade sheathing. - Select grade SPF 2x6 double T&G decking with 1/2" CCX plywood underlayment, APA index 24/0 D. Wall Sheathing Options (See Plans for Type) - 1/2" CDX plywood, APA index 32/16. - 15/32" oriented strand board, APA index 32/16. E. Roof Sheathing Options (See Plans for Type) - 1/2" CDX plywood, APA index 32/16. - 15/32" oriented strand board, APA index 32/16. - 5/8" CDX plywood, APA index 40/20. - 3/4" CDX plywood, APA index 48/24 F. Roof and loft floor beams are DF/Western Larch horizontal glue laminated, combination symbol 24F-V4 (Fb = 2400). Beam schedule per plan with standard dead load camber. G. Built-up beams are KD #2 & btr. SPF. Schedule per plan. H. Exterior deck floor is 2 x 6 Roastwood. 3. CONCRETE A. Concrete shall attain a 28 day stress of Fc-2000 psi min. Mix shall contain not less than 5 sacks cement per cubic yard and not more than 7-1/2 gal. of water per sack of cement. maximum slump shall be 4", aggregate size shall be compatible with pouring, placing and finishing conditions. B. All concrete shall conform with requirements of the latest edition of the ACI code. C. Remove all debris from forms before pouring any concrete. No wood spreaders or wood stakes shall be used in areas to be concreted. D. Construction joints shall be made rough and all laitance removed from surface. Concrete may be roughened by chipping the entire surface, sand blasting or hosing the entire surface 4 to 6 hours after the pour with a fine water spray. E. Concrete walls, piers or columns shall set at least 2 days before placing beams, spandrels or slabs supported thereon. F. All framework shall remain in place for the periods of time specified in the ACI code as a minimum. G. All concrete shall be cured by an approved method. H. Follow all ACI] recommendations for placing and curing concrete during hot or cold weather conditions. |. Contractor shall be responsible for providing a plan indicating the location of control joints in all slabs on grade. Control joints shall be formed by Burke “Cold-Key Joints" or an approved equal. 4. BUILDER TIPS A. Plywood and O.S.B. should be installed with 1/8" spacing at all end and edge joints unless otherwise indicated by panel manufacturer. B. Always stagger end joints when installing plywood or O.S.B. panels. C. Provide adequate ventilation and use ground cover vapor retarder in crawl space. Panels must be dry before installing finished floor. D. When using a glued floor system spread enough glue to lay only 1 or 2 panels at a time. To insure the panels will be firmly and permanently secured to joists, wipe away water, dust and debris before applying glue. E. Apply glue (about 1/4" diameter bead) to framing members in a continuous line, or in a serpentine pattern in wide areas. Be certain to glue all T&G joints. Spread glue in joints. Avoid squeezeout by applying a thinner line (about 1/8") on joists. F, Complete all nailing of each panel before the glue sets or skins over. Check glue manufacturer's recommendations for allowable time. Remember, warm weather accelerates glue setting. G. Cathedral ceilings can be prone to moisture problems if not constructed properly. During construction a vapor retarder must be applied to the warm-in-winter side of the insulation. Proper installation of the insulation leaves an airspace between the insulation and the roof deck for ventilation. To be of value this airspace must have vent openings at both the ridge and the eaves. H. Cathedral ceiling insulation batts fit snugly between the ceiling rafters. Care MUST be taken when installing so the batts remain flush with the lower face of the rafters to maintain proper 2” min. airspace. |. Cedar siding must be allowed to acclimate to it's environmental surroundings before installing. See product end caps for instructions. J. With careful planning, joints in the siding can be minimized, where joints occur cut a 30 degree scarf joint. K. All cedar siding should be back coated, and all end grain should be thoroughly coated with finish L. All wood windows must receive a thorough coat of finish before installation. M. Do not crill holes, notch or cut into beams or posts unless detailed on plans. 5. NAILING Note: All nailing should follow chart below unless otherwise specified on plans. CONNECTION NAILING (1) 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1"x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" subfloor to each joist, face nail 3-8d 5. 2" subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, face nail 16d 16" 0.c. 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d toenail or 2- 16d end nail 9. Double studs, face nail 16d 24"0.¢ 10. Doubled top plates, face nail 16d 16" o.c. 11. Top plates, laps & intersections, face nail 2-16d 12. Continuous header, two pieces 16d 16" along each edge 13. Ceiling joists to plate, toenail 3-8d 14. Continuous header to stud, toenail 4-8d 15. Ceiling joists, laps over partitions, face nail 3-16d 16. Ceiling joists to parallel rafters, face nail 3-16d 17. 2x Rafter to plate, toenail 3-8d 18. TJl's to supports with 2 - 10d box (1 ea. side) 19. 1" brace to each stud and plate, face nail 2-8d 20. 1" x 8" sheathing or less to each bearing, face nail 2-8d 21. Wider than 1"x 8" sheathing to each bearing, face nail 3-8d 22. Built up corner studs 16d 24" oc. 23. Built up girders and beams 20d 32"0.c. at top and bottom staggered, 2-20d at ends and at each splice 24, 2" planks 2-16d at each bearing 25. Plywood and particleboard (5) Subfloor, roof and wall sheathing to framing 1/2" and less 6d (2) 19/32" - 3/4" 8d (3) or 6d (4) 7/8" - 1" 8d (4) 1-1/8" - 1-1/4" 10d (3) or 8d (4) 26. Panel siding to framing 1/2" or less 6d (6) 5/8" 8d (6) 27. Fiberboard sheathing (7) 4/2" No. 11 ga. (8) 6d (3) No. 16 ga. (9) 25/32" No. 11 ga. (8) 8d (3) No. 16 ga. (9) (1) Common or box nails may be used except where otherwise stated. (2) Common or deformed shank. (3) Common. (4) Deformed shank. (5) Nails spaced at 6” 0.c. at edges, 12" (10" floor) at intermediate supports except 6" at all supports where spans are 48" or more. Nails for wall sheathing may be common, box or casing. (6) Corrosion-resistant siding or casing nails. (7) Fasteners spaced 3' o.c. at exterior edges and 6" o.c. at intermediate supports. (8) Corrosion-resistant roofing nails with 7/16" diameter head and 1-1/2" length for 1/2" sheathing and 1-3/4" for 25/32" sheathing. (9) Gorrosion-resistant staples with nominal 7/16" inch crown and 1-1/8" length for 1/2" sheathing and 1-1/2" length for 25/32" sheathing. 6. COMMON ABBREVIATIONS ABV. = above B.O. = by others BTR. = better © B.U. = built up D.F. = douglas fir F.O. = face of F.S. = frame stock (A non standard size, cedar ONLY frame window, where Lindal Cedar Homes is supplying lineal footage of cedar molding only with which the contractor is to job build the frame and obtain local glazing.) GWB = gypsum wall board HGL = horizontal glue laminated LCH = Lindal Cedar Homes LSL = Laminated Strand Lumber (TimberStrand) LVL = Laminated Veneer Lumber (Mircrollam) N.I.C. = not in contract N.T.S. = not to scale 0.C. = on center O.S. = outside 0.8.B. = oriented strand board P.A. = post above PSL = Parallel Strand Lumber (Parallam) P.T. = pressure treated R.C. = recut S.P.F. = spruce pine fir T&G = tongue and groove TJl = Truss Joist International U.N.O. = unless noted otherwise w/ = with w/o = without NOTICE: Plans are approved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. RE V I S I O N S APPROVED Date: 4:7: 2010 Permit No: BEDIO -9e@3 By: Building Official CITY OF PORT TOWNSEND _ FILE COPY IN I T I A L I N G TH E BL O C K S BE L O W YO U BY SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 FO R AL L O W A B L E VA L U E S AN D / O R OR I G I N A L SH E E T SI Z E HO M E O W N E R IN F O R M A T I O N AR E CO N F I R M I N G TH A T TH E PA U L 4 EL I Z A B E T H EI S E N H A R D T D2 / O 8 / 1 O | PR E L I M I N A R Y FL A N S CO N T A I N E D ON TH I S PA G E HA S BE E N RE V I E W E D AN D AP P R O V E D . DE A L E R AP P R O V E D D3 / Q \ / @ |F I N A L PE R M I T PL A N S 23 / O 2 / \ 0 | AM E N D E D PL A N S Li n d a l Ce d a r Ho m e s IT IS CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e in f o r m a t i o n co n t a i n e d to be us e d to DR A W N BY Q2 / O 8 B / 1 D GA L L U P BU I L D I N G 4 DE S I G N LL C . DI S T R I B U T O R CU S T O M ORDER NUMBER KS-41054 CU S T O M E R AP P R O V E D a Oo in Lil O Zz Li © %) LU a = ie) Fk 2) > O pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r DR A W I N G NU M B E R DR A W I N G ? 2'-6! 23'-6" y ]4'-8" Important ACQ Fastener Requirements @22-2\PE AMENDMENT Asie AUN RETAINING WALL DESIGN All treated lumber included in your home is treated with AC (alkaline, copper, quat). - “SS WN | and MATERIAL BY OTHERS ACG@ Is 4 corrosive material and therefore the tyoe and quality of connectors, fasteners, f H Builder shallcheck and washers, flashing anc other metals that come into contact with the treated lumber is J ul i ai : a re . verify all dimensions an very Important. To prevent electrolysis, aluays match metal components with fasteners ne ; . that are compatible. | details. Builder must al | Sa = =e a | review and understand All connectors that come Into contact with treated materials are to be Simpson Strong-Tie i d detail GIB Z-Max, HDG (het dip galvanized) or SST32O2@ (stainless steel) or equivalent. g | | i / HWOO0e w/ ie pecans shipererrt ts allow “Hot dipped galvanized fasteners are to be used with GI85 Z-Max ancl HDG connectors | | \ / for resolution of any ano stainless steel fasteners are to be used with S$130@ stainless steel connectors. Do 94TE@Z2OD questions. If required not use stainless steel fasteners with GI85 Z-Max or HDG connectors. Likewise, do not | | \ / wae . b use hot dioped fasteners with SST2O@ stainless steel connectors. | " additional details can be ” | / prepared to clarify any area Z All anchor bolts, washers and nuts are to be hot dipped galvanized. oe | | \ / ; relative to the construction fe) ; YO Hot dipped galvanized or etdiniess steel nails or staples must be used when fastening the i2 ot | | \ / of the package materials. = sheathing Into the treated mud sill. Mechanically galvanized or electroplated gun nails are wh ra \ If a problem arises with the ff not appropriate in thie situation. ey 1 2-CAR GARAGE | \ / G drawings or package (ad Flashing that comes into contact with treated materials must be copper or stainless steel. YQ | | / 2 materials after the start of Use the appropriate fasteners for the flasning material chosen. C88 | | \ 1% construction, contact your ¥ 2 ws | iV, 9 Q Lindal dealer immediately so ti} <q Use hot dipped galvanized or stainless steel fasteners when fastening decking to treated material. =y_] | | / 10) 2s : 1} i 9 — Mm | /\ fay 4 Za that we may participate in | © 4 < £ SLOPE FLOOR «—_ + vas “ the solution to the problem. y~ Pe] a 5 wo? TO DOO / \ Shear wall nailing and holdowns are | | : Y}yElL AG r | 8 : g . Lindal Cedar Homes will not I} V7 oN pe | / \ a to be inspected and approved prior assume responsibility for 2 ii i | Nt OF] a ‘ i d 5 = No" | | / \ 00) VOAEOYEL SEE ENGINEERING cock vee foley ihe procewure. mi 4 fi / ~ L Pe pt SHEARWACL SCHED VY) Z)E | o | <l | | / \ Depth of foundation below Q} eg} 8 | | f \ { grade and footing dimensions @ 8 ey | | / \ KOUOW Sec. 1707.3 (IBC) Structural Wood: to conform with local codes iS a 2 — oo . d lati 2 Sizes | 4 | | / \ Bee ee Special inspection is required for wood ae de eens: ele An number and location of ~ | | / \ shear walls where the fastener (nailing) \ spacing is four inches or less foundation vents and access nay wy \ FIRE SERPARATION BETWEEN /_ ee ae ee \ U P 9 , by contractor or owner. one a \ HOUSE ahd GARAGE PER CODE y, —Z +E 2 / F fom ? 4 Please sign below, and initial = = in Q5__a_| a | — __ x __ __ _| allcorresponding pages if O56” oe (OO8-2, 2068 ns eae ‘as ' a." : 7 are ih cite act etm bt my ge DO5-32,-306 these drawings incorporate ne @ a - THERMA-TRU | AP ee, Xoo SSIRT BOARD, GABLE So | ERM Aru | [| the design elements you requested. = | 5-210 -w/ 20 rs, T4G@ RESAUN TRIM and SHINGLE oe 13-218 wh 20 Lu : ee EE ee - ta CEDAR CEILING—""~GABLES CONTINUE Se ge Me Oe Le || Uru TIN LABEL Fale 7|: LINER. > | THRU COVERED 2 OU: ee O SF OU | @-PANEL FBGLE fee Ee 8 get Me ee ng oe ! “. | 6-PANEL FBGL. Plans are approved orOu ; I. Tee le an eo t PORCH pe ee rr aii _ os preserried OLAS a o 2" 23'-6" LBEEOHN Tage ee ee er ee ee | | 14'-8" o Ol Plans approved ty & A Wu ~ : a . at 8 : : with noted corrections Ww Ta ju po COVERED PORCH| . Pits oi cee eee | 6 we Po GONGRETE SLABNIG. (7) G22.1F EX) Og LOCH. | | | “220 2 Oo. v=N cs gee ER RLOOR TT / | 1 2ele AUN. eles ore | | o56z |F < ; tT ———_—_—_—— ~ ———___—__— - iat | ] Homeowner date =e & ow Ww) Toe. ae a>, oe Lo - | Whole House Ventilation £250 ty s = , Oo BEBE | Each habitable room to be provided Distributor date = ox is | © ; tay mn at 7 (Section R310, 2006 IRC dete ee, SRYIYGHT | | with fresh air per the = wiz |z a) 1-8 Ve 2-1 ld oe ue LO Ali sleeping areas are to be provided — 7, fe oe og Sy | = W.S.V.1.A.Q.C PREVIOUS DATED > Of Oly | ~ “9 |with egress opening shall have a ) A Lt ety Ie : | . ° , DESTROY ae 2 : ' na um = = . mY rm, as |"! gy a 5g" o'-s" x SHEETS © RETAINING WALL Za SQ {minimum of 5.7 sq. ft. hal Ze ie b SAFETY GLAURT) al 4 RETAINING WALL I % DESIGN and MATERIAL io) — [minimum height of opening, 24" ARES 7 - "ee eee ee 5DGE L ag ee MATERIAL WINDOWS ARE MILGARD DY C BY OTHERS 272- Trex r minimum width of opening, 20" cj 9 A ; 2636 2 7 MPSON #1662 ee . WOODCLAD PULTRUDED * (Note: 7 ‘cD DD» : WW J “ An approved, unchanged plan =IPE OBsC. a0 ~- ; ee a FIBERGLASS with D. FIR a \W4 esdcorr \Y > ||_ GUEST BEDROOM |p ~ 8 INTERIOR FINISH, SAND set must accompany the j h NG = Bae ' a “ EXTERIOR COLOR. NO reques or snipment. a ———f QA a} |Z - ENTRY. ie © “ > ap “| | [foo 0° TILE FLeor SS EXTENSION JAMB. oc {3 v Ag] | eo 0 *442-Co, Ike, So | i ° a oe | Olin: »|| Bee Sa IT) : |] LINEN a ; . T&G SMOOTH FAN Mi 0 S ; we , | YY {faz} | CEB EE, | | | Wo r = , | i a Q | “DRY. WASH. SNK , i NOTICE ye =| WALKIIN | . MASTER | 9 | oR 3 | DRY. : SB . = 5 O F _ | T3I-HB IS A GENERIC PAR Lu ae CLOSET = BATH iD | <t | | TILE COUNTERTOP by co pe = NUMBER. CONTRACTOR fa) xy UY | NZ OUNER. UPPER and ike R = Q O S TO VERIFY ALL INTERIOR ” s | ® | 7 | BOER CABINETS. Full aN és DOOR TYPES AND SIZES LJ a | . OUT SHELVES at LOWERS. oe 4 SiGe 1 ESAriNa. Oe | oe | 8 sos | VERIFY with OWNER, SO >= ® - " a — sue 5 eee 8 C) = ul 2 slat oa pats oe bP ne eee ee - 7 8 et we LAUNDRY aT oe ha) N 5 x L | J ms TIX peor pain | ete OE m4 CALCULATIONS and a a) 2 a a a a re rn re 2 II 2 ENGINEERING DETAILS ON SEE Page “S FOR FAN AND O y ") - a de ee ae re ee * geal | (ELEC. N $-SHEETS ATTACHED TO SMOKE ALARM “OCATION ad - : : yo : 2 i : ; : . ZS — a ee, _ | Q . | | = ee Jo > | a) ae a COUNTY PERMIT PLANS FOR Cc Q “ ~ ir | TP pe | er ee <(| ; ADDITIONAL STRUCTURAL oye o : Sr re ' . oe . . an oo : ee jf , ~ CE en | 5 , a roe | Tae a | - - | + » S INFORMATION : pny , eat \y 2 . ant * | | Sek Ee Wp RANT | [2 / 7 yee] _ _ a = ott ce a? SS ee , , en 4 _BUILT-INFILE—“ : t o * oth a (s --) 0 DOUBLE’. | REF. tM 1307.1 Appliance Installation pe a4 CABINETS w/BOOK aa! x 5 5 8 @ o xh | | — MASTER | ae -. |-} Appliances shall conform to the wa i SHELF ABOVE NIC. nit N MAIN FLOR LNG AREA AIG GE: EC a ; PRO — = iti . —— a0 Sa 3 al) OR ll eSeel AcE Nic | | conditions of their manufacturer's uu) OWNER rN ceEF wy a = &. vet fe . : ; z A Fi wow S 5 in V9 | | ENCLOSURE BEDROOM hg a | , installation requirements. y ann S ee TEAL GIVING TROGIs ARS #213 SPE ae < 2) S a 2 Z| 89 FRAMING by LCH i , 2S, aig el BRS = GARAGE FLOOR AREA 649 8Q FT. ot Fes Be 8. TY) Ql | a3, ‘| oe | | nee 7 EC S) BASEMENT MECHANICAL AREA 331 SQ. FT. f&uge® os 2 & 8 ry S a3 ae NEL OFF EN. - COVERED DECK FLOOR AREA 203 SQ FT. A>32FOS a2 es wt Woor.s Sof, a | Bee eed -l. « ICE Wig >= < DECK FLOOR AREA 441 SQ.FT. z=gse Bess ° ahs -BRE —_ | — So | ue ENCLOSURE... ; a) a ¢ oO TOTAL DECK FLOOR AREA 644 SQ. FT. EWS S26 SSeg ga = 16146 PIC. cod. ar | FRAMING by LOH’! . | 1. & COVERED PORCH FLOOR AREA = 321 $Q. FT. Seeoze | ceeds o I>. \ op, bi fers? y pe Bes S ZERBLES 65238 é ood, ok, = f & “s SET a oS 6 GF - x ° Poi st oe ae ae Vo ts de A2THDOeS LT] Wooo Pe ete N W . : Sa 8 1 Z Mi AR: a \ —_ | . Ja | - q=oz 4 o88s3ez = yr. a son er al poe UR ve Te « oe. aa * ave Ze yor B Eo cls . [22-14PEX = TI6PEL /@22-|BRPEX . . oy ae I ey EIST AN eSe2nre Fog k= AN a9, \ od sty a N ROT FLOOR PL efgbg | s28es if es -! M4 COVERED DECK.“ aa J ne — . . | | . | ee fe : — : j A : wa Zuado eeeee - eo a BECK ag hCHs | 1 CEDAR GABLE 1 Gall] oo a a . | a oe Jo. |. fA (O228PEK | 4qBPEL | 022-4PEX. ixl2 CEDAR GABLE meses a ca al fee = i eC (+ w/2xe-ROASTWOOD -_. “TRIM arid SHINGLES" \. Sv ye ; a | oe, | a | _ | Se eg | 4 ot URES age oe eee 1 SEE SECOND FLOOR FRAMING PLAN FOR BECOND ELOOR SEAM anc x | | SRACED DECKING © EXTEND INTO'FORCH YM QT _ DINING - | - ms | LIVING ~ — eo Pe wip haph EXTEND INTO PORCH = Lu ov 7 de | *462-CG, Ie TAG. So gt tk et eT b #442-CB,. 1K a, are 8442-66 be : Poke is aS * ee ed + 2. LOH. IS NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS aA Ld n Joe. | RRESAUN’CEDAR Oo re J ways | T&G SMOOTH - _ _ = [2c BePorEL i 4 cipal btn red See thee CALLED OUT AS NIC. (NOT IN CONTRACT) or BY OTHERS. . a a re CEILING LINER’ Oy PK. _ | CEDAR CEILING. Oh, i . . QO Eee et _ pe SS tl 5 ee a 1X . «| LINER. ', a pe = ie 2 eee te ee 3. ALL ELECTRICAL WIRING and FIXTURES, PLUMBING FIXTURES, APPLIANCES, Lu) Zz SS ee = 4. foe | to. | -LINER : r > - GLASS RAILING NIC. | | Qj ~~ os : THOeZ| | i — | , | GLASS RAILING NI. and CABINETS ARE NLC. and ARE SHOWN FOR REFERENCE ONLY. SEE SHEET 5. wn faa elo 8 ( r . Oe ae ced _ te 6 ’ LS /z Z Q | | | | | 28 ~ oS o'-O" 3'-3! Q 4. ALL INTERIOR PARTITIONS ARE 2x4 @ 16" OC, UNLESS OTHERWISE NOTED. = Zz oj}; 5 . s L- ott |: a Fs | , -' Zz = Qi 3 4 " « | | | / a ' 7 | REFER TO DOOR and WINDOW INSTALLATION PAGES FOR DETAILS © <t a |< ia ~——‘—~*C JP AL : yp | ra Siz A : | se be. a ee [oo IU 6, INTERIOR WALL LINER |S 1/2" GYPSUM WALLBOARD (N.1.C.), TYPICAL. a 2 | SEE PAGE "O@" FOR / S = GREENBOARD (NIC) |S USED BEHIND PLUMBING FIXTURES FROM | =} DOWN A PROW DETAILS aoe IS FLOOR LEVEL TO 4' ABOVE FLOOR LEVEL and THROUGHOUT TUB rr ee mo a d SHOWER ENCLOSURES. - | Bu ar ‘pe Jo ||4 = an “ al tbe = * Lf aa SSS SS ; 2 a |. me = lf ve tion 1607.7.1- IBC * 7. INTERIOR ROOF LINER |S 3/8" GYPSUM WALLBOARD (N.C. a Wout u u = . ; i nn 3 5s ection f1- UNLESS NOTED OTHERWISE. . / SEE PAGE "2" and '23 | oo pres ; ibs Handrail & guard assemblies shall be able to A 4 FOR STAIR DETAILS | poe Ss me I : % rep) | resist a single concentrated load of 200 Ibs I@. DO NOT DRILL HOLES THROUGH POSTS or BEAMS. ") af ; ~ BH \ | “ applied in any direction at any point along the top <I Z SEES a Oe: © : a and have supporting structure to transfer this ivad ‘ I. CLOSET SHELVING and RODS ARE BY OTHERS. ae u R311.5. Handrail / Handrails shall be 2 RIS A\D? | to the appropriate structural elements of the ‘a SD) a an 7 S. viet ‘ | : a | building. . AT CONTRACTORS DISCRETION, RAISE WINDOWS TO ALLOW CLEARANCE dD A provided on at least one side of eac FOR PRE-FORMED COUNTER/BACKSPLASH ASSEMBLY. ul o f treads or stairs with four | a a continuous rane i ‘ls chal sot be | DECK .LINDAL CEDAR HOMES INC. DOES NOT RECOMMEND THE USE OF ANY FORM fi W} SP MEDTE USEF o. Mleviinalls Bitellt bio We JES DECK by LCH OF HUMIDIFIER IN CONDITIONED LIVING SPACES. HUMIDIFIERS ADD Ole a than 34" and not more than 38" measured w/2x@ ROASTWOOD MOISTURE THAT MAY PROMOTE MOLD GROWTH, CONDENSATION AND OTHER a I|}6 a SPACED DECKING MOISTURE RELATED PROBLEMS. m 5 p from the toe of step. Ze ZOE 3 > 0 aE = . RECESSED CANISTER LIGHTING IS NOT TO BE INSTALLED IN ANY INSULATED = s Oo wv pa y 2!" 23'-6" Big" Bi 4h 54" Bi 4" EE S'- A" 14'-3" CATHEDRAL CEILING. THE USE OF RECESSED, CANISTER LIGHTING REDUCES Wo, ad 5 6) 16) = THE ROOF'S ABILITY TO PERFORM PROPERLY BY INTRODUCING A HEAT SOURCE Sait a Ws S va DIRECTLY INTO THE ROOF CAVITY. Oo t/A < = = — Be We Telia wv ) ) SS a To IB. WHEN PLANS ARE ON Il' x IT! SHEETS, REDUCE SCALE BY HALF Ss = az Zx pee = FOR PROPER DIMENSIONS. ORDER NUMBER a = ae KS-41054 OUTSIDE OF FRAMIN ee 2x 6 EX T E R I O R ST U D S @ 16 " OC . — Zz % WIR Oya (5) JOB CUT STAIR mt ? STRINGERS CUT FROM ae (3) *48|-DBW PT 2xI2 a "120-2102 RECUT *419,.08W, 2x0 T ee-pere HANGS _AND ING FRAMING L HANGER |[M- 02 2x10 LEDGER CUT FROM *419-12W — — x D *18Q-205Z ID HANGER | | | / "180-21OZ 237 | p | | | _IILp HANGER pe a | (2) #419,1QW, RECUT ror “és bosy_ i — (2) 2xI@ BU BEAM HANGER See recor (5) *481-QaW PT 2xl2 31 - 3 " RE V I S I O N S Q DECK STAIR and LANDING FRAMING (2) 18O-21IOZ HANGER a) LIN (2) 2xID LEDGER Ves FROM #419-12W (@) JOB CUT STAIR STRINGERS CUT FROM — ie #48)|-12U PT 2xl2 *180-21OZ | — HANGER _ Q (2) 2x6 ROAST WOOD TREAD TYPICAL 22 / O 2 B / 1 O | PR E L I M I N A R Y FP L A N S @Q 3 / Q \ @ |F I N A L PE R M I T PL A N S D3 / O 3 A / 2 | AM E N D E D PL A N S % ye" vp REFER TO ENGINEERING | CALCULATIONS and *34D-6, JOB CUT2xe EXTERIOR STUDS @ 16" OC. RY) ENGINEERING DETAILS ON DECK STAIR FRAMING at STEP-DOWN (2-REQ.) Lg S-SHEETS ATTACHED To (6) Vin COUNTY PERMIT PLANS FOR a ADDITIONAL STRUCTURAL INFORMATION. IN F O R M A T I O N CO N T A I N E D ON TH I S PA G E HA S BE E N RE V I E W E D AN D AP P R O V E D . DE A L E R AP P R O V E D 2x6 EXTERIOR STUDS @ 16" OC. #4|441D , #4)4-12 #414-|4 #414 -12 #d4|4-1D 2x4 INTERIOR STUDS @ lo" OC. #412 10 #412 -12 #412 -14 #412-12 #412-1D FIRST FLOOR POST and PARTITION OVERLAT SCALE |/4"=|'-O" |. POSTS SYMBOL SIZE re 51/8" x 71/2" GLULAM #322 3)/8" x 31/2" ENGINEERED WOOD Il 51/8" x 51/2" ENGINEERED WOOD #322 31/8" x 51/2" ENGINEERED WOOD #390C 51/2" x 51/2" CEDAR IN I T I A L I N G TH E BL O C K S BE L O W YO U AR E CO N F I R M I N G TH A T TH E CU S T O M E R AP P R O V E D BY 2. ALL POSTS TO BE JOB CUT TO FIT UNDER BEAMS. POSTS LABELED RECUT ARE JOB CUT FROM A POST with AN INDICATED LENGTH ALSO LABELED RECUT. 2x 4 IN T E R I O R ST U D S @ Io " OC . || 2x 4 IN T E R I O R ST U D S @ 16 " OC . 3. GLULAM BEAMS VARY IN SIZE, MEASURE BEAM DEPTH at POST LOCATION TO DETERMINE EXACT POST LENGTH BEFORE CUTTING POST. #A l 4 - 1 D 4. ALL EXTERIOR WALL STUDS at FIRST FLOOR ARE #340-6, JJOB CUT 2x6 @ 16" O.C. UNLESS NOTED OTHERWISE. J N) SJ | 5. WHEN PLANS ARE ON Il" x 11" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS. #4 | 2 - I D #4 | 2 - 1 D #4 1 4 -1 2 #4 | 4 - 1 4 #4 | 4 - 1 2 a #4 1 2 -| 2 a Oo oO re Lu O a LJ Q %) Lil aa = eo) Fk ” > O DECK FRAMING PLAN SCALE |/4"=|'-@" l DECK BEAMS SYMBOL SIZE #481 2xl2 BU. PRESSURE TREATED H. FIR . *4 1 2 - 1 4 © 5 Ss S o cD) UO SS ‘s & = 2. DECK JOISTS ARE #41SW, 2xIO FP. PRESSURE TREATED H. FIR AT 24" o.c.,, UNLESS NOTED OTHERWISE. Ov BEARING PARTITION BEARING PARTITION LY Oo w/ DOUBLE TOP PLATE w/ DOUBLE TOP PLATE oO i+ JOB CUT *340-6, 2x JOB CUT *340-6, 2x@ STUDS @ 16" OC. STUDS @ 16" OC. Pa l 3. DECK DESIGN LOADS LIVE LOAD = 6@ PSF DEAD LOAD = IO PSF ] TOTAL LOAD = 10 PSF 4. ALL SUPPORT POSTS, BRACING, POST BASES, POST CAPS, and FOOTINGS ARE N.C. UNLESS NOTED OTHERWISE. WHERE #4 ) 4 - | 2 | #4 | 4 - | 4 | #4 ) 4 - 1 2 | #4 ) 4 - | D 2x 6 EX T E R I O R ST U D S @ 16 " OC . #4 1 2 -1 2 CONCRETE ARE NIC. SS [UL 0 . NOTED, DECK POSTS ARE #390-C, 6x6 CEDAR. ANCHORS TO Vaal, 2x10 CONT. LEDGER 5. HANGERS ‘ *18Q-2Q5Z (SIMPSON HANGER NO. LSE)? *18Q0-2Q1Z (SIMPSON HANGER NO. LUS21QZ) *18QD-21OZ (SIMPSON HANGER NO. HUC210-2Z) *18QD-250Z (SIMPSON HANGER NO. LSSU21I0Z SKEWABLE) HANGERS WITH A "Z" DESIGNATION ARE ZINC COATED. ALL CONNECTORS ON PRESSURE TREATED LUMBER MUST BE SIMPSON Z-MA™&, HOT DIPPED GALVANZED, or STAINLESS STEEL. 3 ANGER #419-WI2, RC 2xID|JOIST at 24" olc. - — W/ *1B@-2017 HANGERS T #4/3-WOS, RC 2xIB JOIST Bt 24" Pes LY PO-20 17 HANGERS 0 “BOl205Z Ke HANGER e' - | " SE E NA T I O N A L EV A L U A T I O N SE R V I C E RE P O R T NO . 46 1 F O R AL L O W A B L E VA L U E S AN D / O R CO N D I T I O N S OF US E CO N C E R N I N G MA T E R I A L PR E S E N T E D IN TH I S DO C U M E N T . IT IS SU B J E C T TO RE - E X A M I N A T I O N , RE V I S I O N S AN D PO S S I B L E CL O S I N G . "T h i s dr a w i n g is co n s i d e r e d pr o p r i e t a r y . It is no t to be re p r o d u c e d , no r is th e in f o r m a t i o n co n t a i n e d to be us e d to pr o d u c e pr o d u c t s , un l e s s wr i t t e n co n s e n t is fi r s t ob t a i n e d fr o m Li n d a l Ce d a r . : + — QD *aeel =e, (2) 2xi2 Bu. @. WHEN PLANS ARE ON II" x 11" SHEETS, REDUCE SCALE BY HALF (2) *48\-WI6,)(2) 2xl2 BU. =“ * conn FOR PROPER DIMENSION. & oo "1BD-210Z HANGER Bu . 8'-s" Important ACQ Fastener Requirements OR I G I N A L SH E E T SI Z E DR A W I N G NU M B E R DR A W I N G + DR A W N BY Q2 / O B / \ D All treated lumoer included in your home is treated with ACQ (alkaline, copper, quat). ACG is a corrosive material and therefore the type and quality of connectors, fasteners, washers, flashing and other metals that come into contact with the treated lumber is very important. To prevent electrolysis, aluays match metal components with fasteners that are compatible. 14'-8" 1D ' - 5 |2 / l 6 " ID ' - 5 |3 / I 6 " a'-3" All connectors that come into contact with treated materials are to be Simpson Strong-Tie GI85 Z-Max, HDG (hot dip galvanized) or SST32@@ (stainless steel) or equivalent. (2 ) #4 1 9 - W I 2 ) (2 ) 2x \ Hot dipped galvanized fasteners are to be used with GI85 Z-Max and HDG connectors and stainless steel fasteners are to be used with SST3202 stainless steel connectors. Do not use stainless steel fasteners with GlI85 Z-Max or HDG connectors. Likewise, do not Seat AY use hot dipped fasteners with SST2O@ stainless steel connectors. he eon All anchor bolts, wasners and nuts are to be hot dipped galvanized. Hot dipped galvanized or stainless steel nails or staples must be used when fastening the sheathing into the treated mud sill. Mechanically galvanized or electroplated gun nails are net appropriate in this situation. Ts a i " ashing that comes into contact with treated materials must be copper or stainless steel. Use the appropriate fasteners for the flashing material chosen. * Use hot dipped galvanized or stainless steel fasteners when fastening decking to treated material. es uel — ORDER NUMBER KS-41054 PA U L ¢ EL I Z A B E T H EI S E N H A R D T CU S T O M CU S T O M GA L L U P BU I L D I N G 4 DE S I G N LL C . HO M E O W N E R DI S T R I B U T O R 26 ' - 4 " 29'-6" = g 1 esas eerte feesheeei mete aeeet eens oie 1 . [| [pee ee eee | VLLI-lP i rEADER SCHEDULE | |, IL. | 4 IT BUILT-U v -UP | |! (us a WINDOWS 2x8 HEADER | | | '-9" WINDOW 416-28 RC | | 2'-3" WINDOW 416-23 RC | | 2'-6" WINDOW 416-12 RC | | 5'-D" WINDOW 416-16 RC | | | | 2) | | 6 | | y R 2x8 HEADER D | Q fm > | | | | . t- a, Eee 416-12 RC “f '-2" DOOR 416-12 RC na | i | = i 3'-2" DOOR __- 416-12 RC _ | | 4" CONCRETE SLAB | | OS ¥ 5'-D" DOOR (115) 4I6-l6 RC 9 | | -ly ; S 6'-2" DOOR (116) (3) 416-28 DQ} 9 “ : | | Bis 9|0 3'-O" DOOR (117) (3) 416-10 414 | ®| 7 QQ zlaz| 2 | | 5 Sh a|a2 4 | | ee se, ie ee rile] a | | | | ¥ D ——— “| y a O Ee Z. Q | | R 3 (3) 2x WITH 1/2" PLYWOOD Flo] | Q j x Q | | a A | BETWEEN EACH MEMBER. 1] 4] Zz | | HY USE 166, 2@d AT 32" OC. Ww} <i} Wi | | | AT TOP AND BOTTOM e| 2) a | | | STAGGERED WITH (2) AT “ Ai | | | EACH END AND EACH SIDE SIKSES | | 04) = o) et) || || | || : S} S| 8 | | = TYPICAL BUILT UP HEADER =|" = | a | 4 36 Jo if cE | | | $$ 1 oO | ~ < a = = aan fe ee ge ee ee eee ee ee ee a ee ee ee Se | 6 I" / fF i) 1 (ee eee OT o ~ p32 2" | 21'-3 3'-2 1/2" is ia al Z ri 4@'-2" i" i ~~ ] alias ES OUTSIDE OF CONCRETE ; # vie ; CONCRETE SLAB | SEOt 23'-6" m w/ TILE — SFSU 22'-11" 1 G06 - 23'-3 zl e ae) Wl mo (RY SIMILAR u/ DEEP ROCKET mee le S _— on at RAISED WALL = 12'-D W'-6 io'-8" \e / pha" ot)" o'-b" a 35 a - = 2'-Q"' Z Za o RAISED FOUNDATION WALL a O362 la * | —|— Oo pee see Sf Se ee re ne ge eh ee ee ee ee ee lh | REFER TO ENGINEERING 6 = a tv oF Ay 4 CALCULATIONS and 2sua |* bl FOUNDATION WALL —_ nie mitt a CT J | 2xIO PT. LEDGER LET-IN ENGINEERING DETAILS ON 5 o z = Hi 5 STEPS UP | | a nN 9-SHEETS ATTA z uJ | Q|||| 7 J RPh Te FOUNDATION WALL NIC. r- CHED TO zs |a H < ee nee HE Xu @| Gry a | ® COUNTY PERMIT PLANS FOR ~e Ou ui = fj tI, 2% Pr | os T ! Ry WITH *18@-3Z, ANGLE CLIPS AT 4 “O° Oc. | = 1O'-8" r N+ 180-2072 HANGERS | || Y ADDITIONAL STRUCTURAL oe as USE (&) IS4-N, BH HANGER NAILS. | @| <4 PT INFORMATION. N ow (i) *2ID-PRL, 3x@ PRESSURE TREATED SILL | | r QIlll | SS = se ee cet | PLATE WITH S/e"e x12" ANCHOR BOLTS | Our % | (NIC) AT 4'-2" OC. AND WITHIN 6" OF ENDS. 4 | = lit ‘ino | ey La WALL A o Ce = CTE PS UP = | | ally 5 ila |_ RAISED HOUNDATION WALL \ - 7 : im m od Me *4/9-12 Fee Sy) (2 ee 7 > = | os ee ee wt wt _ — — ._ . .. . .. .. _. 4 Ht | S| = | 2xIO P.T. LEDGER LET-IN lun ant | = = “| _O)Z..— TO FOUNDATION WALL NIC. LI il © ¥ Al | Sn | ll =] gp 0) TKO TTB i I-44 | T OS Q =) ~ 3 5 AY l | SQ} Su aT 3| ll Mm 419-12 < | ATION o = | | #419-12 wo) a #419 -12 Q # * #419-|2 #419-12 lille til ~ ~ | | oo FOUND - & c Q 2xl@ FLOOR JOISTS at 16" o. 2 v io Tr Ste wj . ; , #419-12 = *419-1 a) nn Lu ; | ! at lo" oc. rae FLOOR JOISTS at 16" on. “3 Ag 2xlID FLOOR JOISTS at 16" olc. 4 2xlIO FLOOR JOISTS at 16" oc. ih 2xIO FLOOR JOISTS at Ie" oc. Sl 2xio FLOOR “Soa aL 1G" oc Ip , |( PROUIDE ACESS] ) FIRST FLOOR FRAMING PLAN = S | od oa aT . ah ae HS © Car | =. © a ® an Beton a fy Lill of } Ml L | , Ht <r eal SCA Nel'-g" 7 | #419-12 — YS LAI] — x Sl — VKY TS RIG | ~ | = : io. x CALE \/4"=l'-O 7 , | : wlll = eB ; 8 | — o419-12| x Sep 419-1 K Tl . | KE ena. ; Z 4) SOI | l. VERIFY ACTUAL BEAM DIMENSIONS PRIOR TO CUTTING POSTS. LJ qT ttt Sir 3 = | | | 419-o, eM ay Th © 2 | ._! x 7 = I 2 Ts | : r a i a = 2. FLOOR BEAMS SYMBOL SIZE | oe} alll alll “oeulll _| lpn | lie | | — Ie XS A KS = | 7 uae Bu 8 1 a 8 . tS 2O_3| SK == “ | | Le) #419 2xlO SPF #2 OR BETTER, BUILT-UP oO 4. ! U. | z i & - oI oo = il * OD 8 | #48) 2x12 SPF 2 OR BETTER, BUILT-UP yoomen LS : | | "413-16 ul tis of eA ~ = nue - Ly Se ES N 6 ! : *419-16 s & *419-12 2 a | *419-12 +s “al *419-12 a *419-16 J ae Se NE LOAD ~ 40 FSF TO ~ tp) —_ — ¥ | ge t = 6 er bo T = | ; ¥ — = DEAD LOAD = ee | #419-16 mn I I - il ) = al = Ke" 10 | | ” a \e : Ou my <7 ott a STIR, =H ei Zt | a TOTAL LOAD = 62 PGF = in} | ay . | Me = TT | “N 4 r ge hw | | #419-16 Q man a Vas, oy alll a TTL | ; ® eo TH +} ot = ~ | alli @ IIIl 5 A | :, 4. ALL DESIGN and MATERIALS BELOW LCi SUPPLIED FLOOR ) = 8 s RE NIC. = Si Hh *419-16 ° alll exe § ] 8 ll ee in sll Me, 6 Illy 9 | | s ses tust ws oksunee ro i 3 : : Ww iS 2. ay < SH BS (hy 2 | | a 5. Rees anal FOOTINGS MUST BE DESIGNED TO SUPPORT LOADS _ a ae s = NGOS) N z oc 3 = 7 : ea | +E | o = ae | #419-16 On| oe Le Fuk cece w L | =A = | & | lig” ag ; “0 Olea 24/9-|9 | 6. TYPICAL FLOOR JOISTS ARE #419, 2x1 SPF wow 2 7 5 || el gl 1 =| Sit —24 =| alll ** | othe 7 | ; | | at 16" oc. UNLESS NOTED OTHERWISE. USE (3) NIC, Bd wZe7s g2e5 J ~ st co Sian LT) A 7 i | GALY. BOX NAILS at SILL PLATE and at EACH BEAM. | pe = & Saag“ s - | #413 BLOCKING wl Ll a in Hite = | BS ess f5 853 S | ABOVE WALL. g mT \ gf Sy ¥| ail *t I + | | 1. als Bx SOL IB BLOCKING FULL WIDTH BELOW ALL POSTS FROM V2858 ag -=¢ i “. x - (ok VE, UNLESS NOTED OTHERUISE. —— Ee oye Fe ii qir:.---—-—--—-~—-—* | — A - — ~ ~~ — — — 9] yp en _ _ me x || (104 RUSSZg F se ¢- 4 = ——_— rE —————————— : KZ SER BES SIRT Ne Pacaitet 10 00re ssueso[ epres _ 858585858059 SS => E i att iT 1 | - . = oS a YS 38 a | a ee ay ee ee ee es = a ees O wo F wo oes (-N\ Soaee Joes 6 | I (nT a | | 9. PROVIDE DOUBLE FLOOR JOISTS or BLOCKING BELOW LANDING "eee eee: STU POLES UATes \e/ PACE ACCESS DOoR, ,_ | | >-_-—-- 7? or EE EE EEE | POINT OF STAIR STRINGERS Zeno f F528 and DRAIN FOR FUTURE CONCEALED WITH ii) BE 4 iil iil { a eee eee HOT TUB SIDING TO MATCH @ Wily | : : 3 Seay vent | AN i 1D. F . 3 Se5nQ5 | Stes | SIDING TO MA of ol UL q ne: Smomine cl. be —— — . FLOOR SHEATHING IS *691-OSB, 23/32" T&G STRAND BOARD UNDERLAYMENT =so% 485 of ES® CONCRETE SLAB Good i] ] ‘ : Hey Re ee oe FOLD fee me meee ee me ee eee ee ee ee ee ee oy SHEATHING. APPLY with #153 CONSTRUCTION ADHESIVE nwoSeSS ees 3 aaasw. Mil ‘o| fill ne en es NUF. | | and NAIL NIC, 11/8" RING SHANK NAILS at 6" oc. at EDGES Oe OE os 25 ou wpa a | | 1 x I and PER | and ID" oc. at INTERMEDIATE SUPPORTS. RUN SHEATHING LONG PESOS ! | _ - 6 mM: APPLICABLE CODES. | = DIRECTION PERPENDICULAR TO FLOOR JOISTS. - rr] r — QT iO ee — IHeal @ |< tL (104) ai ul L 4 Seen | | & aaa | a ; Il. HANGERS nw va co + eee DECK FRAMING PLAN ty Ah in tos | Ventilation! Aim | mL i "180-201 (SIMPSON HANGER NO. LUS210) a = (o 1S ) ID A, _ | lila ly WWI ay PER CODE | | _ SEE DECK FRAMING PLAN — | ‘ "le@-212 (SIMPSQN. HANGER Ne: HUGIIE-2? Bm > ' ay ~ S “| HS UNHEATED Ze" I 8 LT es iy HB. | ele x | | | \l sal MECH. ROOM | 12. WHEN PLANS ARE ON Il" x 17" SHEETS, REDUCE SCALE BY HALF a Zz als Es J ) i _ A CONCRETE 6LAs ||| _— | | FOR PROPER DIMENSIONS. Z = Q |S 4 a | Sain = a |x wv : ’ ra ac Q |e O | * iS) Q fa) | SEE SHEET S-2L \ Important ACQ Fastener Requirements a | Foor SCHEDULE ° 4 ‘ | No OO :, All treated lumoer included in your home is treated with AC@ (alkaline, copper, quat). | 7 ACG Is a corrosive material and therefore the type and quality of comectors. fasteners ) in washers, flashing and other metals that come into contact with tne treated lum umber is | | very important. To prevent electrolysis, always match metal components with fasteners . that are compatible. r i | 1M = | All t v =a : comectors that come into contact with treated materials are to be S ) = rr y! a | GIB Z-Max, HDG (hot dip galvanized) or SST30O (stainless steel) or seuhalen. ne | § \ Fg i. ra D onl \ @ \ | Ao Hot dipped galvanized fasteners are to be used with GI85 Z-Max and 0) fe he ee ae DGe t D <7 ID A a AY Pe ee 1; and stainless steel fasteners are to be used with SST2Q@ stainless stee| eoweser. oa im 0 2S - OME t ee.” aan ae ¥ not use stainless steel fasteners with GlI85 Z-Max or HDG connectors. Likewise, do not ate ° ~ x. S 2 ae é * * use hot dipped fasteners with SST320@ stainless steel connectors. - IN) “Se \v = vee pr = ir Z <a cee” All anchor bolts, washers and nuts are to be hot dipped galvanized. ¥ <{ a a 2'-6" 23'-6" ~ Fi : a = = L —— 32'-@D ri‘ ae oe a'-B" oe dipped galvanized or stainless steel nails or staples must be used when fastening the ES rt 5 i ~ / a \ e \ = sheathing into the treated mud sill. Mechanically galvanized or electroplated gun nails are Oo Oo q yr =. imy \b ae not appropriate in this situation. uw |e > re) x Sy = 1 " \ ~~ — = z ; = a2 10'-2 ae Flashing that comes into contact with treated material tbo S q a 4 9 9 _ = t erials must be copper or stain teel. — OUTSIDE OF GONGRETE r - 1 = = Use the appropriate fasteners for the flashing material chosen. re OEE raijav 8 0 es | ae a e Nee = ee Sar galvanized or stainless steel fasteners when fastening decking to treated ORDER NUMBER a KS-41054 #4 3 / - 1 3 #4 3 ] - 1 2 *421-C, Ix8 CEDAR FASCIA RAKE #412, 2x4 OUTLOOKER (3) #416, (3) Ie at 24" OC. TYPICAL at BU. HEADER DROPRED TOP CHORD GABLE END| TRUSS TRUSS GABLE END 2'-D 3/4" ==) = Se | = OH. N bie om) oT Q/O oa < (oR) 2'-@ 3/4 " Q OH. : | I f a) fay q ; ' Zz HW *Ol4-| TRUS$ PACKAGE | 0 L o 9 FINK TRUSSES @ 24" OC. w/ LIGHT STORAGE at CENTER g > x uw Ld ui il v BUILT-UP ra =] 9 | | 4 WINDOWS 2x6 HEADER x ay | Ww tl ('-9" WINDOW 416-28 RC os | ws ofl < F v 2'-3" WINDOW 416-98 RC 2\2Z ~o wy | | > 2'-6" WINDOW 416-1D RC Lit] 4 wil Sill c wi | [2 & 5'-@" WINDOW 4l6-lo RC diag| Zz > Si el: ill Q N x ‘.) i <I = st = 4 = ' z . . r Ee al He ad || v | |e 5 R802.10.1 Truss Design Drawings. BUILT-UP . > ue ei + Truss design drawings shall be DOORS 2x8 HEADER Z| a uy provided with the shipment of EiGeee a 2 * Q 4/2 4/12 - ‘4 trusses and must be on site for the 3'-8" DOOR 4e-lO RC wy) ee PITCH | PITCH if framing inspection. 3'-2" DOOR 416-12 RC aju|< 5'-D" DOOR (115) 41o-l@ RC QTel8 6'-2" DOOR (116) (3) 416-08 sl2 i (A (Be B'-O" DOOR (177) (3) Ale -1O Slelg | ———— a (3) 2x WITH 1/2" PLYWOOD SO BETWEEN EACH MEMBER. Si (3) *4lé, (3) 2x& (3) #416, (3) 2x8 USE "166, 20d AT 32" OC. < & BU. HEADER BU.HEADER | AT TOP AND BOTTOM =z2=u [SE | =I — 2 STAGGERED WITH (2) AT ongm 7 . #120-8 ANGLE EACH END AND EACH SIDE ry U al-16 iil i 7 TI TYP. AT PORCH mm = < | 2X12 RAFTERS @ 24" OC. | 2X12 RAFTERS @ 24" OC. | t _ | <I nw ‘ t az lw | | -1D6 7 #481-12, 2x12 | | Gi | 9 TYPICAL BUILT UP HEADER 5 i = a - )\o RECUT FOR ALL} 4 at CLnas a Q| - SKYLIGHTS nil gy TL ai a< & ul ele a “20-201 “Ul, Tu | | I wre a O 2 Gj [= *423-C. KIO ana *42i-c HANGERS gy x id Q REFER TO ENGINEERING I ,-< |> x i. |= Zr | 2 ENGINEERING DETAILS ON 02° | J T |" 4 pe U $-SHEETS ATTACHED TO COUNTY sua | x +3 — it | S ute PERMIT PLANS FOR ADDITIONAL Pe Zu |e > A sl. 12677 9 fl Tey Ut STRUCTURAL INFORMATION. ZO8 ct [4 2 | | SA fl | Soreeet] bn : wen in y 1 W S it) ~ Ld 3'-O . I | Hh | | W 3'-O m<ow ja O OH. OH | | | IB i . IMPORTANT VENTILATION } EAVE (2) *421-C, (2) x8 CEDAR FASCIA Il \ . : 1 = (2) #421-C, (2) KB CEDAR FASCIA AND MOISTURE CONTROL NOTES a) a | [a = Sait oe =—ry als L NOTCH ALL BLOCKING INCLUDING BLOCKING AT VALLEYS AND yx , (3) 2x (3) *HI6, (3) PxB £ £ HIPS TO ALLOW ADEQUATE, UNINTERRUPTED AIRFLOW BETWEEN ae Q-12 U.uzADER Bu. PEADER Xb Ny] et eave A BU. HEADER Q-23 a] © odd SOFFIT AND RIDGE VENTS. fee dese ee eile ae , = a Oa ™ a —— — ee == = MS SSS So ee ee ee 2. DRILL A MINIMUM OF THREE 11/2" DIAMETER HOLES ABOVE AND © Ye 3 Ve) xO! i HS 3/8" x 9" FPe . BELOW ALL SKYLIGHTS, CHIMNEYTS AND OTHER OBSTRUCTIONS AT O im 3 I" AMY 7 yak THE TOP OF EACH RAFTER SO THAT CONTINUOUS SOFFIT TO RIDGE i v zs A oy \: Ww Qe AIRFLOW IS NOT INTERRUPTED. in . +. _ . S re ‘XS Ke o c ” eth x 8 3. ALL INSULATION IS TO BE UNFACED FIBERGLASS BATTS LEAVING 1 © : xX I we to | _Y fi. \ BS . A MINIMUM OF A 2" UNINTERRUPTED AIRSPACE. LEAVE NO GAPS. fav} = < i. <ole lan = T Lie) a at = USE ONLY FULL 24" WIDE INSULATION BATTS WITH TJl RAFTERS. va NN 4'-6"! \ F & J wa N "T) Ww = OH A, Nae Sa / | OH A5 «| & 4. FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS ” D Pes AX&y es ee re Q 30 <a) FOR ALL INSULATION STOPS (OWENS CORNING PROPER VENT, ETC.) Dd) Lu Y Q-135 SS ll Vy ea@lois y I ~ th oes _ nn USED TO MAINTAIN THE AiR SPACE BETWEEN INSULATION AND ROOF O ae sas Ge ep ee Ca) \ vp —— oS ® eral - sll |e SHEATHING. LL -- = a ||) — Kd X = WN a a a Ao Ze Eo x Hf: Seep =) I iL = u " N + i in N a —|— 4 Fo Salant 31/8"x2 nul po || 1 io VOL Wye eA © ab Su alyal x 9! v —5. A CONTINUOUS 6-MIL POLYETHYLENE VAPOR BARRIER IS TO BE = Se a II 0 “0 j~/O lI) 3 < js INSTALLED. DRAPE AN 18" STRIP OF POLYETHYLENE OVER ALL rm 5, Xx 0 tlie ll] ot | | \ | | I] | | ||| Il gis Tor 0 xX ROOF BEAMS ABOVE WEDGES BEFORE RAFTERS ARE POSITIONED AND 5 et g tt ce oe WA 4 Mi =F wa g ou AT THE TOPS OF ALL PARTITIONS THAT MEET THE ROOF. ALL JOINTS oO Pi : Wl = || || I Il eg — HEE pee ll iL IN THE VAPOR BARRIER ARE TO BE OVERLAPPED 6" MINIMUM, [2" "4 I typo fe) ag | | WN | if | 8 Qi; ss +t vs ah Vv MAXIMUM AND SEALED WITH A CONTINUOUS STRIP OF POLYETHYLENE ft rx Vey By 7 0 / 2 a m fl ~ a Rie <f TAPE. SEAL THE ROOF VAPOR BARRIER TO THE EXTERIOR WALL VAPOR Q Le — al - be | I | ) \ K i g 8 a] a OH ‘\ | BARRIER IN THE SAME MANOR. USE GASKETED ELECTRICAL BOXES AND tT 0 I S - | #) # | of) et] . ae SEAL ALL PENETRATIONS. < ol a0 \| | HANGERS |] OLIN I] [7 WT Y) a} 0 SE ® | TYPICAL v e pa = = « / _9¢ E _ © = 6. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG ao 2 uf = n- | |__| 8 fo sf ee ee he ee -- _ (4) *481-14, (2p 2x2 BURIDGE || SA I | L| 12? 484 21pK2 BUIRIDGE) | || _w-20 7 —| J | ij _|_|_ _i- a. THE EAVES CAUSING A BACKUP OF WATER, AN ICE BARRIER THAT CONSISTS O | = —(SS a pee! SS SS eS eS eel CCU See ee ee 1h 6S St SS See ot el ed ni | 6) OF AT LEAST TWO LATERS OF UNDERLATMENT CEMENTED TOGETHER OF «lO us al { & Vé" x IB" | RIDGE 5 Is v7 rT Se 7 ¥ TH BE uh 2 Ve" x 12" | RIDGE m a ald A SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN a eal = a II BN nie 6 | | Ol |7 II ll I a Bona © S S| PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES sz . = 4h - <{ ~ rf 7 x Ke Ale ley ‘ III] 2 o OF ALL ROOF SURFACES TO A POINT AT LEAST 24" (GlOmm) INSIDE THE BSE . ¢ 0 il NY |Q | LEDGER ~ |_| v Of Zu LL NY | — j— —llL — | — _|_ge wip i SS % 0 EXTERIOR WALL LINE OF THE BUILDING. CONTINUE THE ICE BARRIER UP ~SeunS f, 8 6 Ll eae a a Q © Ss BY ar ZAIN Q Q & a+} rE on © ALL VALLEYS, AROUND SKYLIGHTS, CHIMNETS AND OTHER PROTRUSIONS. gt=_2 wef s ‘ i! | 481-1 RC < : cr) Vis | LAS oe I] SKS Il 7 r] i] <2 ~ Sno 8 Ropes S — @ | RAFTERS a ® ® ® Ql Ke 4 2 ON ® ® > on x Seb] FE 428 = = y OFT IIe) eK II ROO ea +4 = 2G 2 OES e) ) Il eS rn CYT | iN es 1-717 As 25 ) re) a" oo 5 oye Fe (3) 2xB vd J Vv iV} a3 BPusZes., 5 So os ie) rea) | <f wy Ves Z Hina “a c@) RASSss ge @ S. t cl = al Q-ib iW || | ee | | I} | | KEN. || Zs || @Q-55 i = 2408 see 55 A - aS a ee Pt i ) pee 4 “ i = El © Ses gr g ome Ree ee —_ Ss 3 : 1] di [| [|] | | : UTI ra 3 1/8" x1 o" y iG) ~e@h& ey, 235823 ad T — ‘rao —# ca) eaie cb) one =| ; v #42)-|8 a #42)-|28 “ § ia x _ <i = is ROOF FRAMING FLAN z pe ° = © a gs 2 3 = Vf sl HEAGER we RAFTERS @ 24" OC. 2xI2 RAFTERS @ 24" Be oO 3 SCALE /4"=I'-o" efse,@ s2s8e3 fu Pe ' oy A.J || ne | |_| |} —|-=\— a 7\e VERIFY ACTUAL BEAM DIMENSIONS PRIOR TO CUTTING POSTS. Seeagge F Pse8e uw —— i a a oh po, gine | acm: Sea: pean “ceaeee n > wo ra = Sone SS Se oe eee 4 = . < ee ED "So a= v / | | | | || lus lJ | | aii z th ig F 2. ROOF BEAMS SYMBOL SIZE HSOSHS2 PF efesa - a : : (3B) *41@, (3) 2x - Zul 2 aieh e BT GLULAM is) Lu | | ln | |g [ia | [8 | |g XA BU. HEADER V Ot Vim a aaa . < ) ° a Qn © Wy) 9 ay Sa v nex & ae ee) x 2 GLULaM mS ct ‘ &s q Qs o) “ 4 = Wd a x Li ad 7 I} 7 Q nN Pe | A in | x Q I “SS | 410-6 ANGLE Eo > ry 51/8" x 1B" GLULAM N ti : | |= | |: aallie | | fe "i20- TE @. FOECH ~ x OF Zz 51/8" x |61/2 GLULAM a a ; abl 1B -21¢ | 1 1 x 1 l I | 182-210 ae 6 j Ue vit? fl y S va 0 OW ie) = MV 0 WA 0 -| \ 1 fay kK = AIO UND AW HANGER 4 STE x ” Tp ibe a N HPNGER Q-lé oo 7. *416 2x8 SPF 2 OR BETTER, BUILT-UP My = S65 Se Se Sa SS SS SS SS SS SE SSS eS Sess SS SS ie X! | X! lip = xX! | xX | NE = 5 = =F 6 Se SF aa Qos bi = =. I] x | | | HS | | | | II 3 ve" x2 ala? 3. ROOF DESIGN LOADS ” a, gio OS | M1 | MI Mm “f° v LIVE LOAD = 25 PSF Z ES a = 2 N | { = 5 ~~ EAVE (2) *42I1-C, (2) x8 CEDAR FASCIA ~ A | | | || EAVE (2) *42|-C,| (2) k@ CEDAR FASCIA REAP LOAD a er rer 2 7 iS bs i e | | | | |_| TOTAL LOAD = 40 PSF oO Oo Oo uy WT | T T T T ian wD Ce) | ; | | | (v2) 4. ROOF BEAMS ARE DESIGNED FOR DRYWALL ROOF LINER. 3) # L C3 Fle | | | 5. TYPICAL ROOF RAFTERS ARE *421, 2 SPF T la | at 24" o.c,, UNLESS NOTED OTHERWISE. ‘Agi 16 | 6. ROOF SHEATHING |S "IOO-O8B, 15/32" OSB SHEATHING with 164, Bd LE 0 : GALY. BOX NAILS at 6" oc. at EDGES and 12" oc. at INTERMEDIATE a) + tt SUPPORTS. USE #139-15/32 "H" CLIPS AT UNSUPPORTED EDGES. RUN v 5 Ney SHEATHING LONG DIRECTION PERPENDICULAR TO ROOF RAFTERS. 4 § raf z ral YY ps Ry or Ti: Ae 1. ATTACH FASCIA W/ #110, 6d GALV. (BROUN) SIDING NAILS @ EACH WW mi Oey bate ee a RAFTER OR BLOCKING SUPPORT. USE TWO NAILS FOR EACH FASCIA a Q BOARD. + ” i N) HANGERS i 4 “ nd *18D-25D (SIMPSON HANGER NO. LSSU210, ADJUSTABLE) Lu ms Oo = *1BO21ID (SIMPSON HANGER NO. HUCORN 3.1259) 2 4 5 rn *18Q-212 (SIMPSON HANGER NO. HUC 212-2) 3 amo - 20-8 (SIMPSON HANGER NO. HL-33 GALW) eo |S o *2O8-| (SIMPSON HANGER NO. HTT-I6 HOLD-DOUWN) e 3 ra 2 #481-20 vg #48)-20 120-201 (SIMPSON HANGER NO. LUS210) 5 ‘ ”) 4 = W i rz QO 2XI2 RAFTERS @ 24" OC. 2XI2 RAFTERS @ 24" OC. | WHEN PLANS ARE ON Il" x 11" SHEETS, REDUCE SCALE BY HALF FO O IMENSIONS. R RPROPER DIME ORDER NUMBER KS-41054 0 Fh e wy S@ W W O H sO N I N V A C WO L S N D 10 p a 9 |D P U I ] WO } PA a U l D } g o ys u l ) SI $e ju s s u o d Ua } ss a j u n ‘s y o n p o u d so n p o u d YS E W N N ON I M V Y C TA q G O W 0} pa s n aq 0} pa u l D j U O D UO I P D W O J U I +S Se :Y O 4 JF O N A G I S I Y WO L S N D au S| Jo u "p a o n p o . d s 4 aq 0} 10 U 5) 2/ 2 0 / 2 0 Wo 1 e n s +e th e ‘A s o y a t s d o i d pa u a p i s u o d si Bu l m p J p si u , , sa g a s SO U I O L re p a y ) Te p u r y ] — SN V Te GS C N A N V Y (l / 6 0 / E O p I p ; ‘Q N I S O T O FI G I S S O d AN Y go ‘O 1 7 ND I S S C * SN I A T I N G an n i v ai v d ds A 0 u d d V Ys w3 d SN O I S I A Z Y ‘N O L L V N I A V X 3 - 3 8 OL LO S P E N S SG N V Te LI W e a S e TI W N i s | ZI / 1 G / E e o ‘q a A O N d d v ON Y O3 M a I A a e SI LT “L N A W N O O 0 SI H L N GQ I N a S a a d Ag NM V Y a Yy O L N E l Y L S I G GN Y Td LA V N I W Ta e |o / 2 0 / 7 2 @ N3 4 5 3 9 4 SV H 35 9 V d SI H L NO GS A N I V L N O O WI N A L V Y W ON I N Y S O N O O D SS A JO SN O L L I G N O D NO I L V A N O S N I SH L LV H L ON I N Y I S N O O Ju v YO / O N Y SA N A FI G V M O T W NO 4 19 % “O N PE % 22 PAGE 2 KS-41054 ORDER NUMBER LG A V H N S A S | I S HL S E S V Z I T S & IN V SN O I S I A S Y 43 1 L 1 V d NO A MO 1 4 e d SM O O 1 E SH L ON I I V I L I N ) Ag LY O d 3 Y u FO I A N A S NO L V A W A S WN O I L Y N JS S 4Z I S LI S H S TW N I D I N O MY I N M O A W O H | ; | 6 ! | f | Ts p r || + : Vv ES O Su e WL S x 23 | | > RO S | v [ ] ZY yv ti t | ow ! Is ! |! na 0 |) ny ne a | / ut | / 9 WS [l l ag a ar e P= OX Ma g er , OR E Si h a ee e q ve Le VI O _— Xs | } aS / Zq s ni m i ) | | a Wy , x vo | | uy La | WI L L Zu GA S | {W H ni n e Eo m TO s ua eQ DY mi e s ri t | +3 7 °9 a \ ow i) | EO Q O y _ 7 ® os Wo e Zz 9 Yz Ww Z vo y | | Qu e m O Zz \ vo y rs Wy qa » = IL OV >W e EF E Q \ Za 8 me e 9 Wl 6 4Z s 0 $ | 94 9 Za i} 25 4° Oe l 5 = > 1) wa e | 4 My Au Wy ! 0 ay 4 a = ~ a Og wo VO r e o | ,7 Y ‘ sn g 69 | “~ v o o o 0 fu Vv , & E Zt I r 6 80 . | an Z z Z q / Os a O | | Ra t a So " ? Ba t t Hi ] | eo he LC ) Si g e 33 8 5 HT nO \0 ee e ve ) | | fa y O| ae v s 70 g LO sf “r e t qn yd i / Se u —; % 4 OH | | BE | mt o O th O ! SO | VI O wt my d e | \ Oe 14 1 0 te ] vu I* O Q OS q, O ba w | | \ Wa p | \) YP A Z Er i I q 4 ie | I] P2 2 og y Z iD oS Ge HI] Ss | yg Wi g W4 0 5 we d s HT | Od Oy | Ak e Wo m g Z AG a Sa w WW ) se v ea r s QO 8 a Y | 02 Wd a4 S Ni ) | | im O5 P - {A L TW yi m — Vw Ye e (V v WE wi e v | | <{ _ : w or es 17 0 8 s Zw a ee | | ey A <P A¥ a q o n , a> wy § 8) {t y zi mo o || | yo BO S IE A TA C R C fe ) pa n e OQ } ep s ps e u kg | / SL O | JO u e ty 75 a | | / LL OH eS Eh so k y VO T 5 GO Fl u Wh / YI go s t o ty a | Zz He m z Z z n t eo Hh | Z V {| HO O 42 2 6 9 Ht ! ‘ Lt HO O T P A S O O O I) . a! >| . a \ Lt ] \ Ll | O Ly <[ ae | | 0. O %) iq] | O/ 7 A (Y 3 - < HT | 6) Vv O Bi e Hi an t ii i lu WL ir Z 3 HW <{ | | TH Ti h 0 | | <I 1 | | | mM | | Wy yo u é | | / 0 | | / | ea iv | ne Wp ee | 3Y yi &a 9 | ie | - 20 —_ | Oo t ID'-@" Nees ~— alo [F22-c. le " a x 2 Y SIDING COVERAGE 4 —_ PS Siding and interior paneling S 1 T 4g is supplied in random LJ lengths and will require ao GABLE SIDING IS splices for complete = = fae eel alt ales coverage. Carefullayout / 2 | 2 = = SIDING, TRADITIONAL CUT a ROOFING MAT IA Ic . Z| Zz = = ae 18", SANDED, 1" EXPOSURE ERMA le Ne: planning can minimize the t _ Oo Ss O22-12PE @22-\IPE @22-\OPE @22-2PE = FASCIA IS (2) 421-C, (2) Ix& number of joints required. 2/0) 4 | A PTT Ta TT Ld FL | RESAWN FACE CEDAR at FAVE Refer to details on nailing iv = L ROIS-1, Ixi2 TR RESAUN CEDAR #O18-|, Ixl2 TK, RESAWN FACE CEDAR *D18-|, Ixi2 TK, RESAUN CEDAR a SOFFIT IS 462-CO. ko T&G shea. I1@l a = = = RESAUN FACE CEDAR e\ qi} a N N | N 9 WARNING 7 2 y, Cbs tN x a | © / |IR I) \ 428, 5/l6", 4x8 FIBER CEMENT Wy | a in . _ Lo) ty) _ i” Ly | ] i ity) . PANEL WOODGRAIN 2 oes. ee 4 |Ihe secs, lees i / 022-1PEX 022-1PEX 022-1PEX 022-1PEX ol ra gre a : fi eer Due to the nature and a | ui < lo46 PEEL | Ly | eer S io if - JS ical HELL N 41IDEQ AIDED 4IDE@ 4IDED N \ nD le4e \ a NSPE a / jeke 4018-3, ka RESAUN CEDAR properties of wood, as well g g . NT 7 \8 ei ey \ i ee || WINDOW SIDE TRIM and CORNER as varying job site storage Si ala sé a \ / rs ‘és =e) | TRIM and climatic conditions, it a] Al a l t | #, - . P|. ee | || | es |e LIfe UL LL Too. cect econ is necessary to properly S| 8 [7 4 7 4) Tt a [ 7 WINDOW SILL TRIM acclimate all exterior siding and interior paneling Zz — oan FLOOR ELEVATION at 151.0! ef 25 Sr ir tl se Pil util etl am gs nis ened eee Gin Snel eed en leila Goel fms Pen cnt cued nl fan led Peon ater etl Gases en ail en ilies ieite eet eee piies e pee e 2 es oc ee a to the finished home Oe | A i environment prior to - - Z = L ' #473-C, IxlO 421, 5/16" x B I/4" installation. zz us a —| | ———__—— WooDGRAIN FIBER CEMENT SIDING et ee 1" EXPOSURE bl ae mat | = | | | = Crud | |_| APPROX EXISTING GRADE o= Onl | | | | | and FINISH GRADE SAME Qo <s a | 4 En Loe tl | | rue la Z | | = eeele |e a Oo o | | 2 ae SCALE 1/4"=|'-" “Zzza|P o a c ry co Seals and Weather-stripping: (Air Seal) | CAULK ALL JOINTS SUBJECT TO AIR and/or WATER INFILTRATION OS0Z la < = rr a __ i el te Te Openings shall be sealed, caulked, gasketed, or SUCH AS AROUND DOORS, WINDOWS, and BEAMS PROTRUDING THROUGH Ze O Sle I'd i P7 weather-stripped to limit air leakage. Exterior EXTERIOR WALLS OF BUILDING. z Suwa < Pe MECH. ROOM FLOOR joints around windows and door frames, openings = 5 ZU |x 2 STAIR by LCH at penetrations through walls, floors, roofs and 2. EXTERIOR SIDING SHALL BE #428-HP, 5/l6'" x 4' x &' COMPOSITE PANEL, 3O qs WW [e) PROVIDE ELEC. GLASS RAILING NIC. JOB BUILD HIDDEN DooR other openings in the building envelope. #427 -HP, B/l6"x81/4" COMPOSITE HORIZONTAL LAP COMPOSITE. FACE NAIL PER ed a WATER, and DRAIN SEE PAGE "2" and "23" TO CRAWL SPACE WITH EXTERIOR WALL DETAILS, WITH #431-SF, CEDAR SHINGLES AT GABLES. wWe> jo e STUB FOR FUTURE FOR DECK STAIR DETAILS SIDING TO MATCH HOUSE yee iS 2 HOT TUB 3. ROOFING IS BY OTHERS. 4. WINDOWS ARE MILGARD HIGH PERFORMANCE WOODCLAD PULTRUDED FIBERGLASS with D. FIR INTERIOR FINISH. FRAME (SAND COLOR) WITH LOW-E / ARGON GLAZING. FRONT (EAST) ELEVATION 5. SWINGING EXTERIOR DOORS IN EXPOSED LOCATIONS MAT REQUIRE THE SCALE |/4"=|'-0" ADDITION OF CUSTOMER SUPPLIED STORM DOORS TO ASSIST WITH PREVENTING AIR AND WATER INFILTRATION. 6. GRADE MUST SLOPE AWAY FROM BUILDING. CONTRACTOR TO VERIFY GRADE LOCATION. & WHEREVER POSSIBLE, LINDAL CEDAR HOMES INC. RECOMMENDS THE USE OF GUTTER AND DOWNSPOUT SYSTEMS. THE DOWNSPOUTS SHOULD DRAIN A MINIMUM OF 10'-O" AWAT FROM THE BUILDING. 3. WHEN PLANS ARE ON Il' x 11" SHEETS, REDUCE SCALE Br HALF FOR PROPER DIMENSION. oe es) in Lil O Zz Lu Q %) Lu ar = © FR 2) = O © 5 E o cD) O SS ‘= & - PTL TIE E TTT TTT TT TT TTT PT TTB T TE TE TTT Tt TT TE TE TE TT ts 52 pee 2 . 7 = ao FA 5 Bo ys z= = eter 9 a : zag. B2ge8 N atl PT TE TT TTT TE TE EE TT TT Bseg2 RGAeo SS Se | ELL AE z5835 Bess J PE TT TT Ti PE TE PE TE E RYSSZg PF ss2er #D1B-l, Ixl2 TK, RESAWN FACE CEDAR #Q|@-1, Ixl2 TK, RESAWN FACE CEDAR = a uw nee a 8 BEE SSESZTHYS FG sass fal il =i k= tig CO o 222 5 # \ A \ g2szeu eesee = o's AN2°2P8 ||| ||\022-a5# Poh|-See O22-OFHE ES20°5 F zes5e TI6PER by 3S CENT ||2636-CeMy 2oECSM||| ||| 2636 HaMIT Z5E 2°28 SSS8e ‘% ee “Ss ee we Zao 2» See ee eel nZ2Skand Te Fae Oo x I J I T 1 GLASS RAILING N.C. ’ mn a ee eee ee Ce vz a ey oe’ a D Li | I = y. | wd a = ; ae oe — FLOOR ELEVATION at [512' | Qo fi | ULL 1 Py PEELE EIU ALLE IE LIG I LEE LLL LL LE LL rt | 7 | | Ze Ll =) ‘tel — ae a - #473 - APPROX. FINISHED GRADE iS' x 1 OH. DOOR NIC. _— “ | S25 NIA s ae STONE RETAINING WALL as 2 - 8/9 ¥ | | iz ae REQUIRED BY GRADE TO CLEAR = S ® 532 oe ee ee GARAGE and CREATE DRIVEWAY N.C. 5 q Nan, ee ae ee eee Oo a Q |e Q U 1-—-——-——-— APPROX. EXISTING GRADE “sd = =) TYPICAL WINDOW RO, SKIRT IS *423-C, IxIO RESAUN CEDAR w/ IS 1'-O" FROM SUBFLOOR *D18-2, x2 RESAWN CEDAR TRIM TO ALLOW FOR RADIANT FLOOR HEATING PA U L 4 EL I Z A B E T H EI S E N H A R D T GA L L U P BU I L D I N G 4 DE S I G N LL C . HO M E O W N E R DI S T R I B U T O R CU S T O M Cu s t o m RIGHT (NORTH) ELEVATION SCALE |/4"=|'-@" ORDER NUMBER KS-41054