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Permit File BLD-2020-0279 2802 Oakes Avenue (6)
PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING vw�� DRAFTED BY c 0 NEW SINGLE FAMILY PROJECT ADDRESS: �' l J. STERLING 71 FILE E RESIDENCE .. 71 SCALE ZONING TYPE: R-2 2802 OAKES AVE., ANACORTES, WA 1/4" = 1� u.N.o. 98221 DATE o D i r ri v 05-14-2020re -CODE COMPLIANCE IPARCEL# P134590 ,MaY t a 2020 '� -ITv of AaAcosTas ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND -41-_ __ - PLAN AREAS ORDINANCES AND THE FOLLOWING: _ _ CITY ANACORTES - 2015 INTERNATIONAL RESIDENTIAL CODE PLANNING OF N CU �( �- - I -_ _ _ _ _ _� MAIN FLOOR . _ A - 2015 WASHINGTON STATE ENERGY CODE - - - .1 —F - 2015 UNIFORM PLUMBING CODE a le — _� SEMEN p Q — -- - O iiiri — — — — B ETA $Q T - n1 w -� A T P ROV tb � - - G�2oZo 7 �I �I 1 W o 1 ■ ■ I i l ■1 A PI N S r r, -- — _ GARAGE ?TOM)3SQ FT. ' L VING ARCH. 3 DEFERRED SUBMITTALS �I ____ i q�oo I— ■�■�� MR APPROVE EY. IMOa r D 1■11�111! ■■le1 _ 1■uun 6 .at �� I III ISWWW 1 . MECHANICAL HVAC SYSTEM DRAWINGS ` - - -swam = ENTRY SUBJECT TO FIELD INSPECTION.1111 APP 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS ■�■■� Mir - D DECK- 1 _ --- �� 67 S FT R 3. NATURAL GAS DISTRIBUTION DRAWINGS I I -- 1 a • 1 IMI �- - - COVERED 4. PLUMBING DRAWINGS - — .. -.�' - - OPEN DECK 231 SQ FT 65. ROOF TRUSS DRAWINGS / CALCULATIONS err 7. FLOOR JOIST DRAWINGS / CALCULATIONS - .. _ COVERED PATIO 254 SQ.FT. CO alt i 7. LANDSCAPE PLANS 8. LIGHTING PLANS OPEN PERVIOUS PATIO 219 SQ.FT. .lam s 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS STORAGE / UTILITY 259 SQ.FT. 11. FIRE SPRINKLER (IF APPLICABLE) T. 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) FIRE AREA: 5,425 SF 0 O C O FIRE FLOW REQ. = 2,000 N co DESIGN INFORMATION NEAREST HYDRANT = N/A � � rn � � I- M 'O BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX ES HYDRANT: N/A o m o w N 2 ANACORTES WA 98221 FLOW TEST - N/A 360 293 7431 m O z w a m ¢ a m N INC. ' l ]E R iKES1[ DENCE / //� `s ;e� / a DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTIO �7C� ]H[ ]E ]B ][� C�[1� v `�0' 1. 1441v n b� S 5 , 11-��, JASONS@STRANDBERGCONSTRUCTION.COM �P/ W DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. 2802 OAKES AVE . , ANACORTES , WA 98221 or tiA✓Y tiii-,4.- A. c C C5 5 7• cow U JASONS@STRANDBERGCONSTRUCTION.COM Z Z O I— Q LAYOUT PAGE TABLE REV w1:13 z PG# TITLE COMMENTS CONTRACT DATE PG# DATE DESCRIPTION z wNI COVER SHEET ct cn LANDSCAPE PLAN Cl SITE & L o Z Y C2 STORMWATER BMP'S 8 C3 CURB, SIDEWALK, AND DRIVEWAY _ m 2 AO ARCHITECTURAL NOTES - Al FOUNDATION PLAN - s a GVUV O�-6 A2 FOUNDATION DETAILS - g =o a - BASEMENT FLOOR PLAN - pie A3 w I�=gym a =aWw4 A4 FLOOR FRAMING PLAN I € F A5 MAIN FLOOR PLAN (n ;A go�o A6 ROOF FRAMING PLAN w� Ithi I�gh N A7 ROOF FRAMING DETAILS O j U N$ o' 6Q�VV m��0 A8 BUILDING SECTIONS dt A9 BUILDING SECTIONS z a p ue N= Al 0 EXTERIOR ELEVATIONS OWNER APPROVAL Al 1 EXTERIOR ELEVATIONS INITIAL: SO STRUCTURAL NOTES PAGE#: S1 ENGINEERING INFO BASEMENT PLAN S2 ENGINEERING INFO MAIN PLAN PAGE: - 1 of 1 Q N85°D15'14" E114.40' • - ` r' 11I%'ma Or TOP OF STEEP SLOPE LANDSCAPE LEGEND g798 PR� _ _ EXCEEDING 40% J. STERLIN ` �� EXSTING REPEA RACED ; 6Ai P � ,��0' ON 40 VEGETATION J. STERLING N R ` �\ GCS (/� SCALE �FLD�NP R��P ,� "" CONCRETE DRIVE 1/8" = 1'U.N.o. Ttv\ \ EX�S �� 40 ` LINE TABLE ,•,,.� ,.� N��GR`� Qt DATE o mocifc / 5oj' O. BEARING DISTANCE os-�4-2020 ::::::::::BED \ , � A� ,r a z 2' —257 IP s s 2 o 30' SETBACK TO 2v � A .° � �J '" :-- - 07 02 �`� — STEEP SLOPE DECIDUOUS TREE PROPERTY wp° �3 . \ �. ��/ Z CORNER o w)V , OG y �/ L (} 's REBAR &CAP y' Ow ' i., Om tin ir)Am 7 I ell- TYPICAL 25 > `h ` b 2 I R G °� W� o� o/ D io © ',,,ve.- A I �� / 1stt \% �`� d„ CONIFER TREE ID g SO \ C..' • h STORM WATER MITIGATION DESIGN /� / . # 0 a-. •� CO 1 PER ATTACHED ISLAND COUNTY DESIGN CATCH BASIN PER ATTACHED ;% % `` / �� Q N $ ll /�� UPS ZEDS'HDPEPIPE�YhBLDPIN. s STORM WATER MITIGATION DESIGN © SQPjP� / _., > 0 e SHRUBS / PLANTINGS UPSIZGD PIPE TO EI1p'ryD E EXTRA e 17 SF .. \s_ Of IMPERVIOUS B ONE DESIGNS ANDARO.S/ \ ` \ - �; \ � ` -Si- CTOP OF STEEP \ . `� / e � S�SgP frat--- _ EXCEEDING40% . `' `\ ,i FINAL LANDSCAPE DESIGN T.B.D.goo °N� ` ��` o �O (0 }� r SFR ° / lill. 5 LINE TAB N MINIMUM TREE DENSITY WA is' m=m \a O. BEA- `\ SS �' ����/ ` 1 ``` gN `` �/ / NACOR ESMUNCODE-16.SO.WO W ,_. u,w m ,!tl� - N 31°2T F F 63 ! (Q Calculation of the Total Tree Units Required.The total number of tree units required IL \‘ wX to be provided b are regulated project or tree conservation E v ex/Sr- nip yg Y s404e ©N 57°47'3 _ ` , } -1 P Y 9 P 1 permit approval listed in/NG g rtiy°Z ++{)�j tte* Section 16.50.100 shall be calculated by dividing gross site area,minus any publicTA//Ss oa iz vfr��lh. \ , 9� 3 or pr vate street rightsof-way,by one thousand Table 16.50.120(D).The result of ther°j_11111111110r -----2 ? o +41�1 ', \ ` ✓ �� 'dcalwlation will be the total number of tree units required for the project approvalc s 2 ; ® y � 30'SETBACK TG \ A:\t\\71\4\ l`` / (� within the building site.TREE CREDITS MET BY EXISTING TREES.VERIFY. O �, / STEEP SLOPE V `\ V'�lipo4 to w<i ��/ �\ \ \ ¢ ,' ` �\ < LOT SIZE : 34,068.E SQ.FT. TREE CREDITS REQUIRED: 35 N d o srfiR • 9A ato 4,0; i4 G s d� ` ` \, , s \ U3 toso ` �""°""'� ���� a0 �m �� V *\‘‘. v �o LOT INFORMATIONSTORM WATER MmGAT10N DESIGN tl / % \` N� N� V \1/4\ii _ � , \ , \ do • - 6 Z M W V)CATCH ` LOT SIZE : 34,069 SQ.FT. u_ rn fn s- aU CP ca vot \ \\�� ® / �' �`� �oco �' r_ v �� \�il ciiiii0 �I,' -� CLEARING LIMIT AREA: ENTIRE SITE !r X `\ _ SFR \` GVrc4:6\ o` /;� ;11 � //' � C'� � `• ,.-, c9f� SHORFIINE AREA BETWEEN TOP OF SLOPE AND 200 LINE:8,161.9 SQ.FT m O Z �1 . NS \��./ `/ r- \ ». iii- �1 �`I�� ` ,/ ss \ (P — Q Q O Ord s `►� FF = 63' ,,\ • % los40t y�` I ,ice 74.E SF ENTRY ✓ % '� ' MAX IMPERV. ON SHORELINE AREA(30%)=2,448.6 SQ.FT. m ti Q tea, i° 31 1 ,\ \ 4. 1::\ A‘s ` ` ,/ ` Z �� ('� ACT. IMPERV. ON SHORELINE AREA(29.9%)=2,447.2 SQ.FT. , \ 7: ° LLJ c 9 \ MAX BUILDING COVERAGE(35%): 11,924.0 SQ.FT. Q �� \� �) ilik:\ �* 4 PERVIOUS PAVERS 1111 4- ♦ 15) ( \\\\ \ ACTUAL BUILDING COVERAGE(10.06%) =3,429.0 SQ.FT e �``�:\�`� � _/��'`'� \ �, :(31):111j" cd) - 1 \? OGGp � .♦ ♦ "i/ I `\ O� IMPERVIOUS ROOF AREA W/OVERHANGS : 3,541.19 SQ.FT. W`' . • 'LA 1\h. 0 Lk ousl* IMPERVIOUS DRIVEWAY&SIDEWALK AREAS: 2,271.98 SQ.FT LLJ cc ` , J�o ��crx �� ♦.Z-4‘ s Q TOTAL IMPERVIOUS AREA:5,813.17SQ.FT Z Q • . \.-,7; ® j 1Pitie \ n PARCEL# P134590 Z Q P �' N a /+ \ \ 3 CbR GARAGE ADDRESS: 2802 OAKES AVE.,ANACORTES,WA 98221 W Q N O� o �. E(8 CK� 7 3 CAR GARAGE \ j vw O OWNER: BRU V N 28 �� DNW�s �� FF 63' \ 0 \:111 S� �F = 63' J - 00 \ OW NER u1 °° �( NOPly a ' \ 2�� �. NOTE: UCt Q N i 2,272 SF DRIVE WAY , in , `''-+ \ \ ! ,r'" —__�> j : r:D::::::U: ON C2� \ -7: , F)S - -\ . Y © \ N...� FENCE TO BE INSTALLED WHERE HIGH VIZ. Q • ��� N � z 2,272 SF DRIVEWAY •SILT FENCE N/A. D_ O \ice ,,,eta w /\ ay`R \ II N �� ® `�$ rA \\ RR eiei X - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, m ', • N f tea . . `\ �. /f w �, \ DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL V A PPROXMATE, DEPENDENT ON FINAL GRADING. �e a I� % `\ / - VERIFY UTILITIES EXACT STUB AND HOOKUP P O $2�3 A ) �, 0. `� 1 �/ - LOCATION WITH SUPERVISOR. s Jt _ . �5 �`� ,; x ti ,; , ► s1, - MAX 20' WIDTH DRIVEWAY ENTRANCE @ STREET aril 6 W P yC2 co = cp 8 �� ` A (AMC 19.53.030) �wa3w <a zzouce pact . ,• Z ` m - RUNOFF FROM DRIVE NOT ALLOWED TO pan' u44 SF • . SHEETFLOW TO STREET Wig = U oly F '' \\, \ T EFREMOVp�FODR/ 1,' O° N\ (AMC 19.76.070 CONVEYANCE) =, o 1 04r ~` ° E MINIMUM REQUIREMENT #2 BMP'S ter, i'x +�R� \ \ ' \ _ \ L o; _ t nli W \ '- ' '-N-41/ \ r \ / \ A BMP T5.13: POST-CONSTRUCTION J �o ' / � 491.E °�/- C C2> SOIL QUALITY AND DEPTH J I- ao��F �` '� _ / EGA ao PLAN AREAS e ,� �� �P�` % / A�FRS' �O� 0E3 BMP C233: SILT FENCE Co Igii MAIN FLOOR 2,064 SQ.FT. Lau ''•` P► ---� nn��S \ \`\ C BMP C105: STABILIZED CONSTRUCTION Pi ° BASEMENT 1,569 SQ.FT LLl OrL Or QrJ`�O �' `\ i \/ C2 ENTRANCE / EXIT U) oil TOTAL LIVING AREA: CrS� e. 3,633 SQ.FT. , Zo �2a P13 65 ' © r � _ E B STORM DRAIN INLET PROTECTION C.) FEND Qa (C2) `� SOIL STOCKPILE 1-40.20-00 GARAGE 920 SQ.FT. z .No°° % ' i AM g N ' OWNERAPPROVAL ENTRY 73 SQ.FT. _l .w e5o6 ` 10 ® ; C2 BMP C154: CONCRETE WASHOUT AREA INITIAL: m v COVERED DECK 67 SQ.FT. a23�6 E 1n���5 • PAGE# • N6a Or ' - It BMP C123: PLASTIC COVERING OPEN DECK 231 SQ.FT. \ 72S4 SF / SOIL STOCKPILE C 1 COVERED PATIO 254 SQ.FT \ EXACT LOCATION OF T Se R 0F /�,q V \� '� ' \ ♦ `" SS STUB UNKNOWN. \ \\ ° N PAGE: PERVIOUS PATIO 219 SQ.FT (vERIFYEXACTLocATION) e440V� ED DR/ WATER CONNECTION FULL SITE LAYOUT � . t qYN. '•STORAGE / UTILITY 259 SQ.FT. \ - 1/16" = 1' � � ! 2 of 9 Q BMP C154: CONCRETE WASHOUT AREA Q BMP C235: WATTLES © BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT Q BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION WASHOUT OFFSITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS `RAFTED BY: 0 ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT N ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS CONDITIONS OF USE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL J. STERLING e. CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION TOPSOIL AND SOD.NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST,BUT SUCH LANDSCAPES `T° -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTPJ/WWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, M -IT IS NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, -eoS -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER 1/4" = 1' U.N.O. B 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF POLLUTANTS = THE INITIAL CONSTRUCTION SWPPP.IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL 1- FORMED AREAAWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. w DRAINS,OPEN DITCHES,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND I IMITATIONS 1- -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 05-14-2020 z EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE a -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLIDS,AND FOREST PRODUCT RESIDUALS.IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT IS IMPORTANT THAT IMPORTED TOPSOILS -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. 3m Nation AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES DESIGN f;l1IDELINES SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. -SOIL RETENTION.RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT Lath and leggin -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A 0 6. Q 0 m 3 sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO �-__� Sandbag -CONSTRUCT TRENCHES AT INTERVALS OF 10.TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS pai,a • -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS. 0 SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: �� 10 ruts ptasst Gtng A-IF ND INTO TH OF WATTLE. RHE SOIL.TALL PIINSTALL STAKES AT LOT HOLES FOR THE STAKES USINEND OF THE WATTLE,AND AT GOA STT ERAIGHT BAR TO DRIVE HOLES NTERS ALONG ENTIRE TTHROUGH THE WATTLE ;S�� RO° `1�/,•,•�� O1.A RGANOIC MATTER ONTENT MINIMUMIN ORGANIC MATTERF AREAS,ANDPH FROMNTE TO 8 0 OR MATCHING THE PH OFTING THE UNDISTURBEDAND 5% SOIL. (� VerbsA -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN Ex , y'� • THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF ALSO BE USED FOR STAKES. INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BEID LLI-STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING •�•�••i�y . SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS,I 1 m ABOVE THE WATTLE. - WHERE FEASIBLE. x M SeSkkil k 0 I c � it 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. Berra MAINTENANCE STANDARDS i - :� e ` 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS B f -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, /� ��:�T-�Y_(IS.�,- A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE 5 ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. 0 /'� 401111 �,;r••��Oa.'�- 100'mkr. COMPOST SPECIFICATION FOR BMP T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THEjr, o e k ...s-- .4. EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN 1 0 O OtiOn A-A /// :������a� el�� ORGANIC MATTER CONTENT OF 40% 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN 10 coil plastic king �� i�.�=..�=.�=.�=.�.:.� € Plan MOSS: , RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND f 1. Actual bye �• %`%�%e%� LOWLANDS REGION. ...ow,* B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR R determined in Instal tlrirrew�y •�_ ,as_�t_a�_��_��a._ OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING Type "Below Grade" 2. A morale washout culvert if there is a `� '� THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-8,TESTING PARAMETERS,IN WAC 173-350-220. w sign Mot installed �'`�•r•:•�•:• THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. within 10 re of the roadside ditch presort 4"-8"quany . �.••.th.->'.-.� '�.�. �t._-..�� L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE a 3m Minimum temporary spats .�� �� �� ^• •'� METHODS LISTED BELOW: a washout facility- 14111•41Verea scr 0. 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 8 =••.65-• trore.iliT: 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED 8 al �„ ��VS k;in��� RATES BASED ON TESTS OF THE SOILAND AMENDMENT. g ' lood frame Ai s..-.�.-,�.-.�=.�...Geofexple - 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUSTBB securely fastened :.-..-..,.:..�,,. € ►• • • ••• • ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- around enure ��Y:.a• ��e.iiir ei-,• W - / "l- . APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. lii perimeter with tAio "��� ..... �T! 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. I��(I stakes (12m) \ MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE LL Vanes E •► tO mil 1 �� .�i //\\` (�( ►( `11_ ;.-,�,�,�� DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED,DOES NOT NEED TO BE AMENDED. o o ���(� plastic bong ��� `',+I� ���� Y `aD' MAINTENANCE _� Notes: 15 inert -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM Stake(typ.) r /// 1. Driveway shut meet \ ✓ COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. CO Straw roes must he _ s- /// the requirements nts of the 1 r minimum thickness Y -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. Section B-B placed along slope �\ O/ Atljeterr rolls permitting \ LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N 7 contours shall tightly abut -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES,RATHER 10 mil plastic Enng N Two-staticed 2. It b recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. CO to 2x12 rough Plan the entrance be of ingress/arms ai c wood frame - _. �/ y crowned so that runoff area Q OU Type "Above Grade" with Wood Planks drains off the pad. a 2)NOT TO In%F ~� r LL x- CD Z M I- V Figure II-4.1 .7a ' Figure II-4.1 .1 cc ] 00 cZNConcrete Washout Area Stabilized Construction Entrance ° a M Revised June 2015 �� � Revised June 2015 DEPARTMENT OF On col type and r' DEPARTMENT OF ECOLOGY Please see Mtpf wvw.ecy.wago✓C tpyright.Mid for copyright note including permissions. slope was •••*A`,,` Sediment,a mom. ECOLOGY , �- gov topy„ght copyright State of Washington limitation d liab llty. and disUaktrer. seeds arePlease see JAvtvwe was Morton notice indudingpermissions. captured behind the role State of Washington kmtation ofliabrity,aid disclaimer. Q Q BMP C1230: SURFACE ROUGHENING Nis...:... � STORM DRAIN INLET PROTECTION 1-40.20-00 0 cA Purpose: SI E THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE Q BMP C233: SILT FENCE Z W SurfaceI— roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE O w trapping through the provision d a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment U- on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BMPs such ` 3"-5-(755-125nm) 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A Q as seeding,mulching,or sodding. \`Ca( TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Z_ O II-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. U CONDITIONS OF USE: \ / 8'-10"Dili. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). < -All slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. / . 411,fr �� (200-250mm) CONDITIONS OF USE Z rn -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. v of �" (� SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. W �/, Z r SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF W Q N -Slopes with a stable rock face do not require roughening. �,>\ J -Slopes where mowing is planned should not be excessively roughened. Live Stake i��,� /' +-.% THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. \ SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS 0 �/ J/ // r.wc OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. £t Y /// 4 1'x 1"Stake DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN '— \ a) �� ft (25 X 25rtni) ORATETEM ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. I /< -__ I L /�\ NOTE: ORME MANE a 0 ' ' I 'n �y �y A� 1. Straw rot nstalWidr requires the placement and secure staking W •�+••• W au� S acre rot n a trench,3 -5" s125rtm �� W o �.a. c a. Ica >} ^.. (T )deep,A+9 do tarts+- sm.en eo yes �a o_u_�c� ,�, J- Runoff must nal be slowed to fun under a around rot NOT TO SCALE !M / �y,����cz��o.`'� I ola•a•wwv• Q a a s as i . --ram wre nags or a O �� �Saa a 5 Figure 11-4.2.14 " �•NAT�M JaMsinfitter fabric shall be spliced at posts.Use r� a a a er- •,... 1.11 Rr� • equivalent to attach fabric to posts M az r� cz WCD NCO _aa- a0 Wattlesequivalent rwiar Tar by wire or Ga Ie i.a �r� DEPARTMENT OF Rimed Novernber 2015 ' stanldarC strength fabric used risk a ECOLOGY — — •.••••••.a•„••lees$$$$ ..•W:::eeaaami. ; • Please see hiypJAwvw.ecy.wa.gorra77opy»gM.Mmf for copyright mike MJIxfMg permissions. .. i.•••••• •.•i•...•.•.... d0. - A o .••• ii i i.Y.00000 i•O.i iiLO•O.i•.O•O•aeeae r a a a % . ,� '>3 State of Washington limitation of liability. and disclaimer. .:•:••, :. :• :•••:C •: : •..•••••••••.uusu Mrs me _ .'••• �'i0ii0ii 0iii0iii0i•••••..•. �/.�— �.. az^.• ram e e '••• ''•:•iOp•••••i••i•:•••)*:O•i•O•.O•A•OOi i 4• '^ z i ..Z a •� i•� •�: •ii i•i ii0 i•.i i• O ••.i•.••••••i•.•i ..f! _{ �/, o o 0 Tracking with machinery up aid down ey �y ,� r� Cy et p p p •:V� •i::•:•••.:::::•:::.�:•�•:::: �.�.. '] a Q BMP C123: PLASTIC COVERING •• ::• =qaV V the slope provides grooves that will G�} a r,3 .. . :�•�•.•O.•.'i i.•i i i•••. d• rLR cal a d•3t--l- �.�% i i i.•Oil Ji•�i i i i i:•.•�'.•. 1 o PURPOSE: • •: • •i0ii••A•OA•••••••••••••••• g "1 a. u uo Vz • • O•••••••• ♦•••••••••••••••.��0 all catch seed.railed.a���tip- o �'�a '. `,� �� PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. ':'�':•' �•� ••�: :o•:•':':•:•:•: 'I ■ail <g 4 �O jr':•::•:1:•:':' :S:::�i • •••••••sell, • • 5 w a fentaelel r y,1 fA••ui!oist.4 // •..i::t:yi:•e••Vp-VC��•�•'•••1� 2 izo�w CONDITIONS OF USE: ammara �0. a �,\ n /\/S\/\\\i,\\1j\ 4�J• ' . , / f g--ox z8 Tracking PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, J r r r r ' m - EXCEPTASSTATEDBELOW. /- I I i I �aew sawwa PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum I j 6 max I o x u 2 RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITAQLE FOR LONG-TERM(GREATER THAN SIX 4'kC berxit I 1 �/ 1 I I from. w. MONTHS)APPLICATIONS. `_. J / � r,'icw@ 1=_ -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE w-,', i. Post spacing may be increased t m o I1=1. ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. rx2"wood posts.steel w a e tI=1I=h: to 8'if wire backing is used -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE fence posts.or equivalent 9I- I1P11=11. =¢e000 MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY - 1MoJ RGPAl SHOWS < <"w e 1-11-11-11 �..n 0 II=11=11PI CLEAN WATER AWAY FROM THESE AREAS. �1e�m��a p e o�Q =11II11 a -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. qwu�< ► -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE,REMOVAL,AND w o�' II} }fr - ��- 03�00 11=II' . =6 DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50.2.00 PER SQUARE YARD. 2%2"by 14 Qs wire or equivalent 1'z o a? 11=I1 ' ri=l1=11 -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. / ��- d standard strength fabric used y w d =-1 r=11=I1=0=11� eels 1�—_.._r 2 =�� hI I-I I=114jrik THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY , "a:w w 11-11=11=11-II=`h FROM BARE SOIL AND DISTURBED AREAS.DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED SLOPE WITH DIRTY rr �/~ �� Lt 8 1 1-7 7 5D' fT min =11 11 I, RUNOFF FROM A PROJECT. \ / •. g $$1111I111II (15m) (150mn) yilllllr >r 4,► Filer fabric 'm "o II=1 I i ., um O i«s I II II111111�I I'.11- II =.11=11=11- 1 1 ilr ' �`/\� •i o 11=II-Il' . 3 11=11=1 - Contour Furrows ean..naaerrtevrcr e�,aale„waa(rr” �\ • _, € c._ ackfal trench with a=u=n= '�1 :I 11=1I=11=11- Maxenun native soil orV,,"- •I � OWNER APPROVAL =11=11=11-- 1 Ills 11 11 l�tl a•axs 1.5'washed gravel • • • v tr ,con \\ \/�` Il Il 11-11 nil ,w..aa, i /\// Grooves will catch seed.fertilizer, II 11=11=1I J 11= put but mulch.rainfall, aria deaease runoff. 11=11 II 11=,. n=11-11 MOBCAPS T Minimum /1 i \ =11 11=11=tt- r=11=11-II=11 =II=II=II=11=, d=11=II=11=1I 4"x4"trench INITIAL: -11=11=11=11=11=11-11=11=11= MARK f.MA ,tLR PAGE#: -11=II=11=II=l1=11 1�} J� �•o_COS__ rx2"wood posts steel NOT TOSCALE fence poste or equivalent NOT TO SCALE Figure 11-4.1 .5 r�,ro,� N C 2 . le INLET PROTECTION Fi ure I I-4.2.12 Surface Roughening by Tracking ,��DARD Pall 9 and Contour Furrows rs�T1OF1SHEET Silt Fence PAGE: "r'"O®"at' Td1 Rerlbed October 2014 DEPARTMENT OF Revised June 2015 Paae.BeloMefra fl DEPARTMENT OF ECOLOGY Please see httplAowwecy.was gotdcopyrigM.Mm1 nor copyrgM notice indrding permissions, •... ECOLOGY Please see MtpiAvwwecy.wagowtopyrOrt.hmd for copyright notice inducing permissions. 3 of 19 Slate of Washingt on Intitatian of liability. and disclainer. State of Washington limitation of lability_and disclaimer. STANDARD PLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE J. STERLING MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS Ce I 7I VARIES(SEE CONTRACT) J. STERLING T FACE OF CURB VARIES 12"TO 24" S FACE OF CURB FACE OF CURB FACE OF CURB M BROOMED - (SEE NOTE 1) VARIES(SEE CONTRACT) - - a VARIES I 6 12" I 6 1/2" VARIES FROM W(IN)TO D"(IN)- FINISH(TYP.) ___ BROOMED r r 1y 10"TO 22" 1" MAINTAIN 1H:6V SLOPE 7 ,/ 3/8"(IN) EXPANSION JOINT(TYP.) - FINISH (TYP.) DRIVEWAY l�4 _ U.N.O. @ (SEE CONTRACT) - CEMENT CONC. PEDESTRIAN CURB(TYP.) (SEE NOTE 1) ENTRANCE 1- I R. 1"(IN) R 5 12" 1" VARIES 1"(IN) ON SIDE OF CURB // SEE STANDARD PLAN F-30.10 r t� MATCH ROADWAY MATCH ROADWAY R. �f (WHEN SPECIFIED IN CONTRACT)- \ SIDEWALK I SEE STANDARD PLAN F•10.12 r o 1'(IN)R MATCH ROADWAY (TYP) w 12"(IN)R. / J MATCH ROADWAY SLOPE 3l8"(IN)EXPANSION JOINT eill \ z SLOPE / SLOPE / CEMENT CONC. SIDEWALK CEMENT CONCRETE �. ° . /� SLOPE 1l2"(IN)R 3"(IN)R. (TYP.)-SEE STANDARD SIDEWALK ` 05-14-2020 ROADWAY1/2"-('� R. ��6 ° •° ' �i 12"tl RA Y ° I m R12'(IN) ROADWAY _ _ Ft.1 (IN) ROADWAY (TYP.) PLAN F-30.10 y./ a . `v ° Minin _ MATCH SIDEWALK WIDTH° ° ° y ° / (SEE CONTRACT) l'b ° ° •° ° •. ° . ° - • ° • •n ° •° 1 - MN Inimiir . ANP. -\ SEE CONTRA ����Ip / „ e ' - ' ° b / - ) / o FLUSH WITH GUTTER PAN AT CURB / \ OUP AT DRIVEWAY E 1NTRANCEVERT)CAL % O ( \-,. ... . \� Z 11 12" 17 12" I- 1'- -1O1'- -I \ �y IIIIIIIIIII.-- DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION I TRAFFIC CURB AND GUTTER I TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW - CEMENT CONCRETE CURB DRIVEWAY AND GUTTER(SEE NOTE 3) PLAN VIEW SIDE SLOPE TYP. s CEMENT CONCRETE TAPER(TYP.) DR VEWAY ENTRANCES 5'-0" 2'-6" DRIVEWAY ENTRANCE USE THIS DETAIL TYPE CURB AND GUTTER - LZ L _ _ _. _ _ - _ _ _ _ J NOTES (TYR) (TYP.) ( ) (SEE NOTE 3) TYPE 2 C7 a; 1. When the driveway width exceeds 15' (ft), construct a full depth 0 15'MAX. (SEE NOTE 6) VARIES _ 15'MAX. (SEE NOTE 6) expansionjoint with 3/8" (in) joint filler alongthe drivewaycenterline. W P 1/2"(IN) LIP BETWEEN GRADE (TYP.) (SEE CONTRACT) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER o 8„ Q - 1/2"(IN) R r 1 1"(IN)R. 6, CEMENT CONCRETE NOTE BREAK GRADE - GRADE BREAK- with the centerline as required at 15' (ft) maximum spacing when AND CURB,OR SEE r CURB RAMP, LANDING, - BREAK \ NOT STEEPER THAN (SEE CONTRACT) (SEE CONTRACT) t L CEMENT CONCRETE OR 12"(IN)R o ** * * v driveway widths exceed 30' (ft). i CONTRACT PLANS z ENTRANCEy 1. See Standard Plan F-30.10 for Curb nBIOn andANNU ROAD GRADE ' to ASPHALT CONCRETE 1'(IN) OR �� i i SIDEWALK OR PATH VARIES FROM R. Contraction Joint SpaCing and See Sta rd 2. See Standard Plan F-30.10 for sidewalk details. 1/z•'(IN) R. (TYP.) * T a / DEPRESSED CURB AND I 8'PM TO(r(IN) Specification S.CUOns 8-04 and 9-04 for 3. Curb and Gutter shown; see the Contract Plans for the o GUTTER(SEE NOTE 3) A II.1111111/ additionalrequirements. PEDESTRIAN RAMP a PEDESTRIAN RAMP 9 specified. II f 6 O curb design s ecified. See Standard Plan F-10.12 for �_-..-..._.-.-...-_....._ 1 / CEMENT CONCRETE 3/8"(IN) EXPANSION JOINT(TYP.)- Curb Details. 1 m 3/8"(IN)PREMOLDED JOINT FILLER SIDEWALK(TYP.) SECTION O -- DRIVEWAY (WHEN ADJACENT TO CEMENT 3/8"(IN)PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP R CONCRETE SIDEWAUq JOINT FILLER or other obstructions in front of driveway entrances. 12"(IN) LIP BETWEEN 3/8"(IN) EXPANSION JOINT(TYP.)- ROADWAY GUTTER 5. Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION O 05e CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. I CONTRACT) LEGEND AT CURB RAMPS, LANDINGS, 1/2"(IN) R 6. The Pedestrian Ramp length is not required to exceedl5 feet AND DRIVEWAY ENTRANCES (TYP.) �,^ DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying - SLOPE IN EITHER DIRECTION 8 (SEE CONTRACT) - ?'- AND GUTTER the 15 foot max. length (measured from back of sidewalk) the i w - - 1t i0 (SEE NOTE 3) running slope of the pedestrian rampis allowed to exceed 8.3%. * 1.5% R FLAT WORK RECOMMENDED FOR DESIGR FLATTER 8 Q ATR/C� -�- Use a single constant slope from bottom of ramp to top of O'I'(' 2,o DRIVEWAY RAMP } ramp to match into the sidewalk over a horizontal distance * * 7.5%OR FLATTER RECOMMENDED FOR c`C- 0P WAS l� W cd 49 OQ twitB Of 15 feet. DESIGN/FORMWORK(8.3%MAX.) 4� _H/4^ LL ifi FACE OF CURB FACE OF CURB FACE OF CURB e" q�� L r. DRIVEWAY 32"(IN) EXPANSION JOINT(TYP.)- (SEE NOTE 6) '@" �P �», TD LL VARIES 12"TO 24" C y U_ 5$. w SEE STANDARD PLAN F-30.10 �� ` 2 FACE OF CURB (SEE NOTE 7) 7. Beyond limits shown. Pay item does not include driveway. � � - VARIES - 71/4" w �"" "'4 0 SECTION O See Contract Plans. O m 1" 10"TO 22" 1" 6 t2" 4;._. j "CEMENT CONCRETE DRIVEWAY A r U "' 47 z 1 CONTRACTION JOINT TY ENTRANCE TYPE 2"PAY LIMITS � 2 C (SEE CONTRACT)) 5 12' 1" 1 12"(IN)R• O ,P 34363 O 6 cc "CEMENT CONCRETE DRIVEWAY O ( R)-SEE STANDARD PLAN F-30.10 p�28680�,cEr o a 1"(IN)R I 1'(IN)R. // Iti�C)gT$44,, 1� ui ENTRANCE TYPE 1"PAY LIMITS '� FOR RAMP LENGTHS GREATER THAN 8'-0"PROVIDE `, �F' F6!S T$R� 12"(IN) R. 1"(IN)R 12"(IN) R `QS 6 CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. SS ,;,G U / s�ONAL �� m /OVAL �' N I ROADWAY io • ° , • fo ROADWAY P . .1 to ROADWAY °, ROADWAY DRIVEWAY / CO ° • _ ° _ May 6 2074 3:31 PM o �. i ® J Jul 12 2016 a:z6 vM O ° UU Barry. (SEE NOTE 7) / DRIVEWAY 1 Zeller,Seen Q C • ° Y ° Y • D . (SEE NOTE 7) Th. C MENT CONCRETE p aJ ° •' - ° •. CEMENT CONCRETE CURBS DRIVEWAY ENTRANCE Li_ °' co M CL.4000 CONCRETE ° ' •° '• ° ° ° ° I. CL. 4000 CONCRETE _ - PER STANDARD SPEC.6-06.3 - TYPES 1, 2, .�, 8 4 X Cr) X .1- 03 . '. ° I STANDARD PLAN F-10.12-03 PER STANDARD SPEC.SA6.3 = STANDARD PLAN F-80.10-04 coo m O 4. se; rn 1 3/4" y 1 3l4" I •B 1/4" 8 1/4" SHEET 1 OF 1 SHEET , J O Q O o "'III III--- III"' ---III SHEET 1 OF 2 SHEETS U N . APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION D Z = cp W P ;� // IJOkaNch,Paso : cwr,la.Jeri 03 d Q a, c•-J IS.!-,Fla Bun ed%P 125 PM ��� (i-+y cos• "--"TT••--" 101 15 2016 2:27PM STATE DESIGN DatNEER ISOMETRIC VIEW DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT // " ISOMETRIC VIEW _ STATE DESIGN ENGINEER wd:rpon sale Deport-r.naT-.per . j' Washington State o.r.,na„H,r1. .�.r�I.. CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS TYPE 2 - PAY LIMITS 7 Q W5 STANDARD PLAN F-30e10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80e10-04 - CONCRETE DRIVEWAY ENTRANCE z w MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARD] W O 0 1'-0" 8" SIDEWALK _ SEE © 8 1/2" •Z BROOMED VARIES 3/8"(IN) EXPANSION JOINT(TYP.) - U FOR SIDE TREATMENT SIDEWALK 1 8 12" I (SEE CONTRACT PLANS) (SEE CONTRACT) - CONTRACTION FACE OF CURB FINISH(TYP.) SEE STANDARD PLAN F-30.10 �n J. -0"11'-tY' SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 12" 1" \a. Z V! < 2 12"(IN)R (TYP.) F CEMENT 1 o \\��„ J MATCH SIDEWALK WIDTH W w Q N ROUNDING - 1 VT(IN)R TIP.) CURB NOT INCLUDED IN BID ITEM- CONCRETE - I ' ��� (SEE CONTRACT) , 1 lei 2.0%MAx. SEE STANDARD PLAN F 10.12 + SIDEWALK -- O 20%LIM ,p J - N \ ' ° ' MATCH SIDEWALK WIDTH 1 �� 1J ` -t.. . ) . .\ ° • . .1,(1,)R °°. m ROADWAY * �\ (SEE CONTRACT) --q 6 0 _ VARIES 6,_0„ V CK w CO S A� 111 J 4 \\ \ (SEE CONTRACT) - > it Or- SEE RAISED EDGE 3/8"(IN)PREMOLDED SEE CURB FACE DETAIL / -° ' ° ' \ - I- DETAIL-THIS SHEET JOINT FILLER . - ° I - \ ., ,w " I \\ \\\\\•• p / > _ 3/8"(IN) EXPANSION JOINT(TYP.)- \ WITH RAISED EDGE T 'u �\\ SEE STANDARD PLAN F-30.10 OMMONOLITHICNRETE 8' 812" 1" \,„, Q iFINISH (TYP. ILI\\ \i' ~ \ O Z z 2'-0" SIDEWALK �� ,,, .. �1P •`�� w 0 0 1 only o• MIN. (SEE CONTRACT) CURB FACE DETAIL ,�� ti W O 1rz (IN) R (TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible Z r' ROUNDING CURB NOT INCLUDED IN BID ITEM- route free of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION y - _ _ CK (� 2.0% 1 2.0%MAX SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) _ COO sidewalk must have slip resistant surfaces, be flush with surface, and match CO J grade of the sidewalk. 7 • (SEE NOTE 1) © CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1 � BUFFER STRIP(1YP.) , _2'-6" 2'-6" ) CEMENT CONCRETE N elik 4 PREMOLDED WALL OR BARRIER �` (TYP") (TYP.) (SEECURBNOTE 3)AND UTTER SIDE SLOPE(TYP.) O CURB AND GUTTER KW. JOINT FILLER _I (SEE NOTE 3) PLAN VIEW DRIVEWAY ENTRANCEIll i PLAN VIEW ADJACENT TO CURB SIDEWALK a TYPE 3 SIDE SLOPE(TYP.) TYPE 4 (STEEP FILL SLOPES) ` * 4' d BROOMED FINISH(TYR) z 11 :p ,t'� 1Y THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE e ° 0T uFi- 12'(IN)R. 0' 4"(IN)PERIMETER SMOOTH-TROWELED w p e G �1'-0" SIDEWALK 1�" 4 La. oapg» BLLOPES7 CUT MIN. (SEE CONTRACT) �,,d "7 CEMENT CONCRETE CURB m 0ao�� g / 12"(IN)R(TYP,) llli� O , (CURB AND GUTTER SHOWN) J (1 CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM ¢ � a„o `v ¢ MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) ` OTlym 2.0%MAX SEE STANDARD PLAN F-10.12 3/W(IN) PREMOLDED ► SEE STANDARD PLAN F-10.12 0 1/2"(IN) R.(TYP.) Or (SEE CONTRACT) 'nw'$ OR - I • JOINT FILLER Tie W Hi m AN.•1 F �• D \ \\ ( DRIVEW � � * m €,0 GUTTER ANDCUIP RB OR SEE m! io� 12"(IN) LIP BETWEEN ROADWAY I: �' VA .�''.� SEE NOTE `l\ ( 12"(IN)R. (TYP.) GUTTER AND CURB(OR SEE "'oo ga %"�' )' _ �- CONTRACT) CONTRACT) �� w� O 3/W(IN)PREMOWED v _. - ---- UJ -o==< JOINT FILLER i •. . - . , . I SIDEWALK ADJACENT TO WALL DETAIL © :/ - - --- ADJACENT TO CURB ;= / SIDEWALK DRIVEWAY �! "g 1 LT o BRIDGE OR PEDESTRIAN �' DRIVEWAY (SEE NOTE 7) 2 "oo Qo RAILING / _ DEPRESSED -DRIVEWAY _ DEPRESSED •`*01-o \\ �� CONTRACTION JOINT (IN) ISEEE STANDARD JOINTPANSION (TYP.) 3010 RAMP CURB AND GUTTER RAMP SECTION O CURB AND GUTTER Q <w�� �' IN SIDEWALK ONLY (SEE NOTE 3) (SEE NOTE 3) w`?3"',o BARRIER-SEE SIDEWALK z z g SECTION E °3o.K CONTACT PLANS �/1 (SEE CONTRACT) \\ O W iw �� / LEVEL trz" �� laPANSION JOINT QATRie 0TT 2 Z wo=> i 12"(IN)R (TYP.) 12" N R. CURB AND SIDEWALK .,rl. F WA:3-Iii-1111.1c16:111: ] PR FLUSH CURBNOTCLUDEDDM- (f ) 9Y� / 6 2.0%MAXI SEE STANDARD PLAN F-10.12 1 y \ a�" ��7� c� 7',� 11, n 1'(IN)R. ISOMETRIC VIEW w 4 "CEMENT CONCRETE DRIVEWAY t o 24 � VERTICAL WALL- 3/8"(IN)PREMOLDED 1 •a � ENTRANCE TYPE 3"PAY LIMIT . "CEMENT CONCRETE DRIVEWAY •c t K'a=oJOINT AND FINISH 0 // m � c e>F , v z"SEE DETAIL JOINT FILLER(TYP.) p DETAIL AAB 34363 !9 ,2Q` DRIVEWAY ENTRANCE TYPE 4"PAY LIMIT O� qA• 2666ADJACENT TO CURB AND RAILING OR WALL NSe__s T$� G� (SEE NOTE 7) . F 6'1 s TRAISED EDGE DETAIL SiONAL �� 0 -" - ��� _ �s�p,�AL EXTEND SIDEWALK TRANSVERSEND STANDARD0 SPEC. DRIVEWAY �/ _ OWNER APPROVAL 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE Bey PER SPEC.8-06.3 �� - (SEE NOTE 7) /" llcr,Scott FOR SIDE TREATMENT SIDEWALK BLUFFER STRIP - '' May 6 2014 3:41 PM Jul 18 2016 7:07 AM SEE OTHER SIDEWALK-. (SEE CONTRACT) (SEE CONTRACT) Z ' CEMENT CONCRETE INITIAL: SECTIONS CEMENT CONCRETE _ 12"(IN)R. CURB NOT INCLUDED IN BID ITEM- 3l8" 3 ��1/B"TO 1/4' CL.ND 400E CONCRETE ,,,/ DRIVEWAY ENTRANCE PAGE#: SIDEWALK PER STANDARD SPEC.8.06.3 1, 2 0%MA %. (TYP.) SEE STANDARD PLAN F-10.12 TYPES 1, 2, 3, 8 4 °'�o D TT e. 7 o STANDARD PLAN F-30e10-03 / STANDARD PLAN F-80.1E-04 /\/�, SHEET 1 OF 1 SHEET -♦ ` SHEET 2 OF 2 SHEETS v/ 3 R ° ° • • ^ • ° APPROVED FOR PUBLICATION �� ----,1------' " FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE . / - j APPROVED FOR PUBLICATION SURFACE FOR PLANTING-FLUSH IF PAVED Biko°"P'� _ Camrnar,Jett' PREMOLDED Jun 1120/4125 PM o - PAGE: ISOMETRIC VIEW 1 ISOMETRIC VIEW meee• ! 1w1820161222PM JOINT FILLER e°`R0�'�� ;" ' TYPE 3-PAY LIMITS TYPE 4- PAY LIMITS STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP QE EXPANSION JOINT © CONTRACTION JOINT W W IL, kn MIS Dy�knonloNT.__..l n Washington State Department of TraDspe,.Nun of 19 0 PA Per Architect DOOR SCHEDULE WINDOW SCHEDULE FLOOR PLAN NOTES # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION * Structural Item: This item and related connectors shall be per architect designer. GA�p/�y 001 1 1 6080 72" 96" EXT.DOUBLE HINGED TERRACE RIDGE DOOR WO1 1 1 4046 48' 54" PIC `�OF 1/�n,:•f�► D02 1 1 3080 36" 96• EXT.HINGED-DOORE03 W02 1 1 4046 48' S4• PIC J. STERLING 3 SW Simpson Wood Shear Wall Detail �b Cas D03 1 1 9080 108• 96• GARAGE-FLUSH STYLELINE III 8' W03 1 1 4046 48• 54" PIC SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN D04 1 1 9080 108• 96" GARAGE-FLUSHSTYLELINEIII8' W04 1 1 4046 48• 54" PIC EVERY BEDROOM AND ATAPOINTCENTRALLYLOCATEDINTHECORRIDORORAREA IRAFTFDBY. c ��� �' �"' • - r D05 1 1 9080 108• 96• GARAGE-FLUSH STYLELINE 1118' W05 1 1 2060 24• 72" PIC GMNG ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, -- ii Wood Shear Wall: Use R•SW 1-_ Width = 12 _ Height: see below_ DS °i ' 4; 1 REQUIREDSMOKE DETECTORS SHALL RECEIVE THEua PRIMARY POWER FROM THE a DO6 1 1 3080 36• 96• EXT.HINGED-DOORE03 WO6 1 1 2060 24' 72' PIC BUILDING WIRING AND SHALL BE EQUIPPED wmiA BATTERY BACKUP. SMOKE DETECTOR J. STERLING • Height: Foundation to bottom of header beam. Okay to order WSW long and cut to height as necessary. 1 y D07 1 1 3080 36• 96• POCKET-DOOR P01 W07 1 1 2060 24• 72• PIC AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. WSW DO8 1 1 6080 72" 96" SLIDER-DOOR F05 W08 1 1 4016 48• 18• PICsig Alignment If using trimmer, nail 2x trimmer to for header support Trimmer creates edge of rough opening. May use HL C in lieu of trimmer, in this case . ' D09 1 1 3080 36" 96•• HINGED-DOOR P01 W09 1 1 4016 48• 18•• PIC D10 1 1 5080 60• 96• DOUBLE HINGED-DOOR P01 W10 1 1 4016 48" 18• PIC 2 SHELF AND HANGING ROD. m WSW creates edge of rough opening. Remainder of wall section may be filled in with standard framing. ' . A D11 1 1 3080 36" 96• HINGED-DOOR P01 W11 1 1 5020 60• 24" PIC 1/4" = 1' U.N.O. $ - Position to align with outside (exterior)face of studs_ Furr-out as necessary to flush up with remainder of wall_ t NAL �Il+/� D13 1 1 3080 36• 96" HINGED-DOOR P01 W13 1 1 5020 60• 24• PIC TopConnection: Header beam to extend over entire WSW. Connect withportal straps WSW-PS. Also connect header beam to WSW with WSW-TOW L ��� I D14 1 1 3080 36• 96' HINGED DOOR F01 W14 1 1 4020 48• 24• PIC 3 BUILT IN SHELVES. aio * aPD15 1 0 5080 60• 96" DOUBLE HINGED-DOOR P01 W15 1 1 4020 48• 24• PIC , ortal late_ �A�t a 6fiEfL'$ 5E+14 D16 1 0 3080 36• 96" HINGED-DOOR P01 W16 1 1 4020 48• 24" PIC 05-14-2020 d P P D17 1 0 3080 36' 96' POCKET-DOOR PO1 W17 1 1 4016 48' 18' PIC a * IS Fart. ar'ctics-' D18 1 0 3080 36" 96" HINGED-DOOR P01 W18 1 _ 1 4016 48• 18" PIC 4 CABINET-OWNER/CONTRACTOR TO VERIFY. Sheathing: Sheathe header_ WSW, and wall similar to 2PW- D19 1 0 3080 36• 96• POCKET-DOOR P01 W19 1 1 4016 48• 18" PIC Bottom Connection: Anchor bolts_ use all-thread 8" diameter, extended to footing bottom rebar and use double nut and 3" x .25" washer on embedded end. 'Treats 8+4 1-4 L . D20 1 0 2880 32• 96• HINGED DOOR P01 W20 1 1 2616 30" 18" AWN D21 1 0 5080 60• 96" DOUBLE HINGED-DOOR P01 W21 1 1 2616 30• 18• FIX AWN EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Suggest using Food Strong Wall Anchor Bolt template: SSW. D22 1 0 2880 32• 96" HINGED DOOR P01 W22 1 1 2616 30• 18' AWN 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. D23 1 0 3080 36• 96• HINGED-DOOR PO1 W23 1 1 2666 30• 78• PIC 11 RI) Roof Diaphragm D24 1 0 3080 36" 96• HINGED-DOOR P01 W24 1 1 2666 30• 78" PIC D25 1 0 3080 36" 96• HINGED-DOOR P01 W25 1 1 2666 30• 78• PIC TEMPERED GLASS * Shear Capacity: Good for Eh= 230 pi- seismic; Eh= 322 Of- wind Max aspect ratio = 3:1. D26 1 0 5080 60• 96• DOUBLE HINGED-DOOR P01 W26 1 1 2016 24" 18• PIC W27 1 1 2016 24• 18" PIC _ • Framing: Trusses or rafters: 2xat24" OC, max. W28 1 1 2016 24" 18• PIC ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE * W29 1 1 2066 24" 78" PIC TEMP INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Framing Connection at Support: W30 1 1 2066 24• 78• PIC TEMP 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, CD W31 1 1 2066 24" 78" PIC TEMP I END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE - Where connected to shear wall, connect per shear wall callout - t of wall_ STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN Z OP W32 1 1 4016 48' 18' PIC OBSC EARTHQUAKE.MIN.EFFICIENCY OF 91% W33 1 1 4016 48" 18" PICOBSC - Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. W34 1 1 4016 48" 18" PIC FA.U.ON 18'HIGH PLATFORM.TOP OF PLATFORM TO BE I I/8"T 8 G PLYWOOD. W35 1 1 4016 48• 18" PIC EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8'TYPE'X'GYP.BD. NO FURNACE SHALL 0 w 1 w 1 - At ledger, connect per ledger callout W35 1 1 4016 48• 18" PIC 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, K * Sheathing: '16' min_, OSB or CDX plywood W37 1 1 4066 48• 78" YES SH BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF Ax W38 1 1 4016 48" 18" AWN FURNACE. Sheathing Layout Case 1 per IBC 2306.2.(1) W39 1 1 4016 48" 18" FIX AWN1) , W40 1 1 4016 48• 18• AWN PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 1° W41 1 1 4066 48• 78" PIC CONTROL VALVES 8 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL Nailing: Use 8d at 6" edges: 1_ held_ Headers COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEEL THE MAXIMUM LENGTH OF W42 1 1 4066 48' 78• PIC 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR Blocking: Not required except at supports and at connections to shear walls below. Default header material is Doug Fir Plo 2 or Getter W43 1 1 4066 48" 78" PIC EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF W44 1 1 4350 51 • 60" PIC SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 'i 12 FD Floor Diaphragm _ 2 2x headers must be in tall orientation with flat 2x nailed at bottom in "L" configuration W45 1 1 4350 51 " 60" PIC : With at 24" or 19.2" OC,use min.: 24 oc rated, APA Sturd-I-Floor; either 3'4" species group1. or species Pro _ May or was 1 1 4350 51 " 60' PIC MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Sheathing: joists PP uP 4 beOSB W47 1 1 4350 51 • 60" PIC. PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 Default Trimmer use 1 2x stud or SimpsonLUC hanger each end plywood Good for 130 ps£ TL !lei L!360 del g W49 1 1 4366 51 " 78" PIC C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW ...r W49 1 1 4366 51 " 78• PIC OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN. (115 1 n �-1" 1 5 r- Default King Stud, opening 6-feet wide and less use 1 full height stud each end (plate to plate ; W50 1 1 4366 51 ' 78" PIC 1 O AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK * Sheathing: With joists at 16 OC, use min., 16 oc rated APA Sturd-I-Floor,min_: 19 2 thick_ May be OSB or plywood_ Good for 24_ psf TL it L 360 PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE W51 1 1 4366 51 " 78• PIC : Default Kin Stud o enin wider than 6-feet use 2 full height studs each end (plate to plate i W52 1 1 3646 42" 54• PIC CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX deft. g p g g • CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 1 W53 1 1 4046 48• 54• PIC DOMESTIC DRYER EXHAUST. 3 * Sheathing Layout: Case 1 per IBC 2306.2.1(1) Trimmer, each end King Stud, each W54 , 1 1 6080 72• 96" YES PATIO DOOR W55 1 1 4046 48" 54" PIC ' - Orient sheets continuous over two or more mans, with the long dimension across supports. ['afloat Min. use Alt l min. use Alt 2 min., use (if blank use default end (if blank use W56 1 1 4040 48" 48" PIC 1 1 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH I W57 1 1 3646 42" 54- PIC AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. W* Nailing: Glue, and connect with 8d ring shank nails or a9 screws, at 6" edges, 12" field. above.) default above.) W58 1 1 3640 42• 48• SL w W59 1 3016 36" 18• PIC 22•x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL Blocking: not required except at supports (beams) and connections to shear walls below. 20H 2x6. "L" config 4x6 2 -2x6 flat for mid wind W60 1 4016 48" 18" PIC 12 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 12 PLYWOOD. W61 1 3016 36" 18• PIC ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR 13 DD Deck Diaphragm 21H 2x10. "L" config 2- 2x8 4x8 W62 1 3049 36" 57" YES CASE SEALED TIGHT. E o * Decking: Use wood or composite decking per Arch., min. actual dims: 3/4" x 3.5". W64 1 3049 36" 57" CASE GUARDRAIL U GUARDRAIL 36'ABOVE FINISHED FLOOR.STAIR HANDRAIL 36'ABOVE STAIR NOSING. Use min.. 6x10. approx 8.5' longcontinuous from 77M to corner.) Hangon 77M with HUC At corner bear on two INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS d * Decking Attachment: Use decking screws, length to ensure 2" min.: embedment into framing below. 22H Pay ( Ws5 1 5060 60• 72" PIC THROUGH PER I.R.C.SECTION 312.2. C studs_ Connect studs and trimmers to this header with A35 and screws. typ_ W66 1 5060 60• 72" Plc - Use 2 screws per deck board per framing member. At decking splices, center splice over framing menber and use 2 screws per spliced end_ W67 1 6080 72• 96• YES PATIO DOOR PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N W68 1 6080 72•• 96' YES - PATIO DOOR d TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N Use min.- 6x10, approx 8.5' long (continuous between two 77Ms.) Hang on each 77M with HUC. Connect studs and W69 1 4060 48" 72' YES CASE T MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE * Blocking: not required except at support beams. 23H SURROUND 8 HEARTH MATERIAL. trimmers to this header with A35 and screws. typ. W70 1 4060 48• 72" CASE o 17 HD Alt 1 - Holdown - Embedded StrapType. W71 1 4320 51 • 24" PIC Q U p W72 1 4320 51 • 24• PIC GARAGE FLOOR SURFACES SHALL BE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR Q O) 24H 6X10 4x12 2 15 MIN.1/B"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. * MIiu. Capacity: Good for 2185 lb uplift. W73 1 4320 51 • 24" PIC LL �_ rA N Holdown: Use LSTHD8 for no rim joist condition. 25H Use min.. 6x10 or 4x12. At 8SW. extend over top of 8SW and connect per that callout- At other end (North end), Z cn 1 Cr) 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. LY X it 2 - For rim joist condition use LSTHDSRJ_ use 1 trimmer and 2 king studs. 16 w O O rn ▪ Nails: Use 16, 16d to full-height stud as follows. 26H 2- 2x10 4x10 3.5x7.5 glulam o Z o w NOTE: VERIFY ALL HEADER GENERAL NOTES * Stud: Use larger of lying stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. Beams HEIGHTS WITH SUPERVISOR m o- a a ° 3 Alt 2 - Holdown - Bolt Type Default sawn material is Doug Fir No 2 or better. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Holdown: Use Ifl'2_ NOTE: CONSTRUCTION AND APPLIANCES Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E. 2300 psi. min Fb. TO COMPLY WITH ENERGY CREDITS TAKEN ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. Q * Lags: Use 6 SDS 1.4 x 2.5 to full-height stud per above W ?� Anchor Bolt: If wet set. use 5'8" diameter SSTB 16; or 5 8" all-thread with nut and 3" washer on embedded end Min embedment = 12". If too long to fit in Default wall connection: 3" bearing in pocket or on plate with min-. 2 studs below VERIFY HEADER HEIGHTS WITH SUPER. Default endconnection LCE. ACE. EPCZ. ECCQ, or similar. ENERGY CREDIT 18 ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS, UNLESS NOTED footing, bend 90-degrees at bottom of footing, maintain 3" cover at bottom of footing_ post � - Ifrotohammer, use 5'8" Then HD or all thread & epoxy_ with 6"min concrete embedment, centered in stem wall. Default corner post connection with mitered beams over LCE4. LCE4Z, or RTC44. EFFICIENT BUILDING ENVELOPE OTHERWISE. Z 73 P Post- Mullion Default mid-post - WINDOWS: U=0.28 W connection: LPCZ. PCZ, CCQ, or similar. ALLTINTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED - FLOOR: = R-38 INSULATION OTHERWISE. Ce * Post: Use min., Z Q 0 a, 5.5x5.5 glulam column Default beam to beam connection: HU. HUC. HUCO or similar - SLAB ON GRADE - R-10 ENTIRE SLAB This post is continuous from bottom plate to top plate at roof diaphragm_ - PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER V Connector(if blank use - -- - - -- - DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR CO * Topand Bottom Connection: Conned at t e and bottomplate with 2, A34 and screws. Calloat Min.. use Alt 1 min., use Alt 2 min., use Notes ENERGY CREDIT 2a LOCATIONS. Z vJ Z top P� default, above; W x Tie Rod Connection: Connect steel tie rod plate with 2= 5/8" through bolts centered on post_ Alin distance between bolts = 6". Use 2" washers on wood side 30B 3 5x12 glulam 5 5x10 5 glulam ox12 lulam AIR LEAKAGE CONTROL & EFFICIENT VENTILATION W W Q CV of bolts. 316 4x6 g g - AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR FRAMING NOTES 0 j LLi c0 77 M Mullion - WHOLE HOUSE FAN PER SECTION M1507.3 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Q * General: These are specified mainly to reist out-of-plane wind loads but may also be used to resin in-plane lateral loads if so indicated in calculations. 32B 4x6 * 40B 5.5x18 glulam 3-5x22.5glulam ENERGY CREDIT 3a COORDINATE W/MECH.&ELEC. FOR LOCATIONS&SIZES OF V Mullion: Use min, 2, 1.75x55 LVLs, continuous bottom plate to top plate_ 9 FOUNDATION/SLAB/JOISTS BLOCKOUTS. W W * Topand Bottom Connection Connect at topplate and bottomplate with 2, A34 and screws. 41B 1.75x11.8 LVL HIGH EFFICIENCY HVAC EQUIPMENT Z mil) - GAS FIRED, PROPANE, OR OIL FIRED BOILER FLOOR JOIST ORROONLY. MA/RAFTERLAYOUTSHOWNHEREISFOR 0 'C * Header Connection: Header(s)may be supported with 2x trimmer or hang on this mullion with LUC, HUC, HUCQ or similar. 42B 5.5x16.5 glulam 6-75x15 glulam HGU. HGUS or HGLTV to 438 D SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Ce O WITH MINIMUM AFUE OR 94 /D, ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 78 M Mullion 43B 5.5x15 PT glulam 5 5x16.5 PT glulam -- PRIOR TO THE FABRICATION AND INSTALLATION. Et N * Similar to 77M except mullion may be min., 2, 2x6 studs. ENERGY CREDIT 5c ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED 30 L Ledger - Roof Diaphragm 448 5.5x15 PT glulam 5.5x16.5 PT glulam CO N EFFICIENT WATER HEATING BY MANUFACTURER * Ledger Connection: Where a ledger is called for below, if connecting to rim or header_ use SDS, or LedgerLOK at max 12" OC, staggered If connecting to Posts - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE studs_ use 2, SDS or LedgerLOK per stud. Default material is Doug Fir No 2 or better. AND NAIL W/RING SHANK 8d's @ 6"EDGES& 12"IN THE FIELD. FACE FOUNDATION NOTES OSBGRAIN PERPENDICULAR TO SUPPORTS.ROOF SHEATHING TO BE 7/16" _'S- Length of SDS or LedgerLOK=full depth penetration into rim, or " min embedment into solid framing. Default bottom connection on plate: 2, FC or 2. A34 with screws. or 4. 16d face nails OSB OR EQUAL. - Min distance of connector to end of ledger or splice = 2". Minedge distance to top or bottom of ledger =2" Default bottom connection on beam: 2, FC or 2, A34 with screws, or PCZ. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST g �� i ALL FOUNDATION FOOTINGS TO BE 18'BELOW GRADE @ FROST DEPTH. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ° Framing Connection to Wall, General: Use any of the following, whichever is applicable. "io Default bottom connection on concrete: PB, a AB, or ABU. or ABW, or CBSQ FLOOR HOEDOWN LOCATIONS. -I =g= - Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters_ Apply ledger over wall sheathing. Use hangers to hang rafters on ledger. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. os psi Alternate bottom connection on concrete:#5 rebar or 5/8" all-thread_ epoxy6" min intopost butt and 6" min. embed in Q t=°ow - Parallel Rafter or Truss TopChord: Ledger may be t chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. PROVIDE BLOCKING BETWEEN WOISTS AT INTERIOR BEARING �/ gR«o conc. Cony embed may be wet set or epoxy. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. CC O3 U-) Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall sheathing with 16d a 6" OC to solid wood backing gsFVw - Connector(if blank use FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. D WW2 (continuous rim: plate, ledger, or blocking.) Callout Min.. use Alt 1 min.. use Alt 2 min.. use Notes zLu ogts default; above, I- Cn q€ lc; Truss Bottom Chord Perpendicular: FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 1 2,2 - 70P 2- 2x4 4x4 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM C.) W in!! - Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) 7 ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. CONNECTIONS. ftt 1 P 3- 2x4 2- 2x6 4x6 - W gig(; Alternate 2: Use min.; 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min., 3- 16d a 24" max spacing. Iltueo - 72P 3- 2x6 6x6 4- 2x4 I- O <gg"g Roof Diaphragm: Connectroof diaphragmto ledger with 8d shank or screws at 3" OC. 73P (see main callouts) - sc �zoa= p �°' `� PLAN AREAS O_43gg WINDOW FLASHING INSTALLATION TYPICAL HEADER FRAMING _ V Eggs, gFzz STEP # 3 I STEP # 2 STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/6" POST WINDOW W/ 3" POST MAIN FLOOR 2,064 SQ.FT. w �° §go WIT - BASEMENT 1,569 SQ.FT. 1>oz t"Minimum TOTAL LIVING AREA: 3,633 SQ.FT" . t_ 71 I I I It I It I GARAGE 920 SQ.FT. OWNER APPROVAL !t ` , HEADER LESS THAN S HEADER MORE THAN 5 STEPA- I CONCEAL FLANGEHANGER ENTRY 73 SQ.FT. INITIAL: ......--STEP INSTALLTYVEK HOUSE WRAP (1)KINGSTUD (2)KINGs .S ��� TOP PLA FRDM TO rOM '�•° COVERED DECK 67 SQ.FT. PAGE# BOTTOM' BOTTOM P TE (1)TRIMMER � �' (I)TRIMMER (1)TRIMMER TOP PLATE TO '• TOP STUDS2)KING OPEN DECK 231 SQ.FT. STEP B- A '"" INSTALL TYVEK TAPE � STEPA- BOTraUTE0 BOTTOMPLATE Iy O erA ��INSTALLTYVEKAPRON BELOW WINDOW SILL COVERED PATIO 254 SQ.FT. cti 4 ''• STEP B ■I�I ■III I■iiii It . �I PAGE: INSTALL VYCOR ACROSS WINDOW SILL f f f OPEN PERVIOUS PATIO 219 SQ.FT. STEP C- t t t f t t STORAGE / UTILITY 259 SQ.FT. 5 of 1 STEP A- INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS GENERAL NOTES J. STERLING - 99'-9" ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 0 N 14'-0" 19'6" 28'-9" 3T 6" - H -2'-0•-}cif s•E• _ io'-6^ t • 131 3• 16-6" - - -0 13' ' - 24'-0• - - ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. - • Ft- — -Ir — c VERIFY HEADER HEIGHTS WITH SUPER. J. STERLING 1 JW5D r� ALL EXTERIOR WALLS ARE 2 x 6-16"O.C. STUDS, UNLESS NOTED -0IOTHERWISE. tw 1/4" = 1' U.N.O. L— — JMISC. ' 5 STEP IN GARAGE WALL 5 ~ L 2 T 1 — — I q I DEPENDENT ON GRADE ALL INTERIOR WALLS ARE 2 x 4-16"O.C. STUDS, UNLESS NOTED w 3 I� 4 I OTHERWISE. i 4 05-14-2020 E I-i . ��y u. o A2 1 , I PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER a. j m x I L_ L —� _ • q J p re re DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR m I T ° 0 a.0 LOCATIONS. 0 0 I �� T- , CRAWLSPACE ACCESS T� 1 y LI �5-6" rr I — �, 24"X30"MIN. A2J 4 FOUNDATION NOTES I IT T ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. PERVIOUS PAVER AREA K6- II _� °A 6 3- O CRAWLSPACE q ar JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. N u y2 N v , / 142 SQ FT GARAGE SLAB FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 01) N m Imo/ 841 SQ FT i I 1 J FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. 6 s SLOPE GARAGE FLOOR _ FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. w i v x 7 i ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. er, m - H CD mu. 15'E' i %m CRAWLSPACE VENTILATION DI 00 O CRAWLSPACE AREA: 142 SQ.FT. 142/150=0.95 SQ.FT.OF VENT IS REQUIRED. C r— — , W h USING 6 X 16 FOUNDATION VENTS,2 VENTS ARE q R I 5 � a REQUIRED. ONE SUCH VENTILATING OPENING I / SHALL BE WITHIN 3 FEET OF EACH CORNER OF \ `Q 1 / / 1 THE BUILDING. 2015 IRC-R408.1 5 \ 5 m / 6 FINAL LOCATIONS OF FOUNDATION VENTS TO \ /I - tit ti a i L-- — JMISC, , 'fin �� — —1 — — �A2� BE DETERMINED ON SITE. \�/ Cr 5 2'-0"----.1'E' I 5'-0' I 5'-6' 3'-0'_�- ,•A. BUCKOUT FOR BUCKOUT FOR / J g -6" 6•r^ 1,'-2• L J 3'-0* r-a• I q .I L GARAGE DOOR GARAGE DOOR / A2 N I jjj--- • J r; I s'x,s• I - I BUCKOUT FOR 'C ") LCON FOOTING J f C ' - 1 ,_ t — 7 GARAGE DOOR e g 17HD � -... _a__ I 3'-101/2• - I 91-3 1'-9•, W-3" Can L J W r-412• Ni U. • E .45'-0'° - __ 15-6" 25'-6" •--1± 9'-a^ I J O zip _ I ° - V-41/2" A 1'-4 2' U a wir ALL-THREAD©STRONG WALL BASE Q ici i 1 - •'�° ._ (TOP OF STEM)TO FOOTING BOTTOM REBAR do r c..)PATIO SLAB — " °I ENTRY SLAB • F N i 244 SQ FT - 1 . 74 SQ FT ° a0 4 CS) Ina c N O Q M O r N 8'612' - •- aeI 3,-0. -2;-6"_ 41-0- ED LL 01 uJ .0 FOUNDATION AND RETAINING WALLS ? M F f9 D r 6'X 16' 'al ` ^ r". , , 4 1` c RETE FOOTING J I 1,0.,,�.,6. d ;�. m - FOUNDATIONS ARE OPA EXCEPT AS INDICATED W Ox �O m r ° I' - • ° W,4,"E.W 1a_ �1 -ALL SLABS ARE 95S p LQ v w N u2� - I 11 a251 BUM J Q _Q CD S m P " • 6-6' { SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 95%RELATIVE COMPACTION. IT IS STRONGLY CO D_• Q (D 52 5 2 6 11 RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. �'� UNDER SLAB INSULATION:MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 PSI COMPRESSIVE STRENGTH UNDER SLAB. A2 X f v y.2y IF USED,PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. °¢ u • SLAB THICKNESS:USE 4"MINIMUM. z Q V o REINFORCEMENT:USE ANY OF THE FOLLOWING: _ MINIMUM#3 REBAR AT 24'O.C.EACH WAY CENTERED IN SLAB. 5 ® 8'-6• , - 11•-1 1/2" i 3'-1• 1 A" 7-2 t2• a - WELDED WIRE FABRIC,MINIMUM W2.9 X,6 X 6(6 Ga.)CENTERED IN SLAB. SPLICES OVERLAY 8"MIN. FIBERMESH PER MANUFACTURERS RECOMMENDATION. 1 HELIX MICRO REBAR, MIN SLBS PER CUBIC YARD. U) { I - 1 CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE=8'O.C.EACH WAY. THIS IS A NON STRUCTURAL ITEM AND Z W .I l® — — — _] I 021 u MAY BE CHANGED OR OMITTED BY OWNER. q Im I y — • _ — — -� VAPOR BARRIER:USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. O 1 1 1 N �' 1 • - - - JxzgL- - - L1 1 __ 1 - T 1 Z LLI be 11 fi'X 16'CONCRETE FOO NG io e LL 6•X 6•CONCR FOOTING I -I I- _ U Lr-6• _ r 7-5 1/2" _L_ 6'-4• 5'-8' 4'5' • -.I in-- - - - ,,_, I I �� Q 6 6 L - - - 1 Z Z A2 I A2 �� W W Q N 17HD I _ 0 I � � 0 ,� II- Ill0 LL I U �Q W W W ° 0 I O Z w 2 Y s 1 FL X x 0_ O 17HD 1 mCD CO 5 2 /3-\ 1 J 1 N � A2 A2 LI �A2� _ I J 4 L (3) 021 GAR*.IN °1 l J00V w_LL=U 9 N �� 1 O 1 .�", ✓ Z °o o +'T I o_a T .I 1' ri � " Q0i - 13'-0' - 91-8• 1 2z64, o 6'6" 22'-8" 15'-1• �i 14' 25'6" 12'-0" La73 SG 11 A "T-�S w " ii -. 97'_9' IOfVAL /¢/� Z L. z""wwa rir"a" 0 arms worts, ;oE�� uiazz EtiutEERst 5E.4< Sao° sa°°o (S F . 5JtLL.K"t'L apoQo o °s 0 nib PLAN AREAS Z ibt��_» MAIN FLOOR 2,064 SQ.FT. a e o O sZUF BASEMENT 1 ,569 SQ.FT. LL" o Lini TOTAL LIVING AREA: 3,633 SQ.FT" GARAGE 920 SQ.FT. OWNER APPROVAL ENTRY 73 SQ.FT. INITIAL: PAGE#: COVERED DECK 67 SQ.FT. OPEN DECK 231 SQ.FT. A 1 COVERED PATIO 254 SQ.FT. PAGE: OPEN PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. 6 of 19 J. STERLING rThel Jam' SIDING MATERIAL ,Thl\--- DF2AFTFr) RY 0 N CV BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION ° 7/16 OSB 1 BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION . ° SIDING MATERIAL ,--7/16 OSB J. STERLING 71 1/2" SHEETROCK ° 1/2" SHEETROCK NAILS OR SCREWS SCALE co 2" OC. STGGD 3/4" SUBFLOOR 3/4" SUBFLOOR 1/4" = 1' U.N.O. A B C D E F G V W X Y Z _z A B C D E F G V W X Y Z _ OPTIONAL AGE,PATIO --°-0- NAILS IN BLOCKING `[ LENGTH I FLOOR JOISTS , ' I I -- - I- RETAINED WALL OF VERT. / � ' LENGTH FLOOR JOISTS zre FOOTING FOOTING WALL ANCHOR BOLT BLOCKVERTICAL HORIZ. FOOTING FOOTING / G` N (JOISTS PARRALLEL ONLY) RETAINED WALL / 05-14-2020 HEIGHT POSITION WIDTH HEIGHT REBAR -A35 TYP.ONLY o FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / I °" a THICKNESS SPACING " SPACING @ REBAR REBAR TRANSV. CONT. , HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR© REBAR REBAR TRANSV. CONT. F - . - ♦ \ - BOT L BEND , REQ IF A>4' OPTIONAL 4"SLAB BOT.L BEND V (GARAGE,PATIO) �] I / FSIMPSON HANGER 0' -• 4' CENTERED 1$" 6" 6" 72" REQUIRED 6" #4 @ 24" #4 @ 24" N/A (2) #4 JF JOISTS PARAI I Fl < ° 0' - 4' CENTEREDNOT W W 18" 6" 6" 72r, REQUIRED 6" #4 @ 24" #4 @ 24" N/A (2) # 4 " -IN(2)BAYS. _ JF JOISTS PARAI I FI CD 0 INSTALL THRU SUBF OOR E -INSTALLB "S'BLOCKING E 11- - 4' 1 "- 6' 5" 24" 8" 6" 56" 48" 6" #4 24" #4 24" #4 24" / Z ` 0 4' 1 - 6 5" 24" 8" 6" 56" 48" 6" #4 @ 24 #4 @ 24 #4 @ 2a (2) #4 IN(2)BAYS. I- -SCREWS OR NAILS • " „ n n -SCREWS OR NAILS • _ L @ @ @ (2) #4 ~ v 3"O.C.THRU SUBFLOOR W A W rn� - A 6' 1 " _ 8' 6" 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 X12 CO BELowGRADE cS j 6' 1" - 8' 6rr 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) # 4 BELOW GRADE Q o s W m I Z J 4"TIGHTLINE allO _ 8 X Z 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 14" #5 18" #5 14" 0 EXT.WALLS ONLY 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 @ 18" #5 @ 14" (4) #4 1 X 4 P.T. EXPANSION JNT. 4"TIGHTLINE a (7 @ @ @ (4) #4 R110X 4@P.T.EXPANSION JNT. Q o EXT.WALLS ONLY z ow Q 9 -CONDITIONED AREA SLAB II > R-10 @ 0 !! " > Q -CONDITIONED AREA SLAB II a ON GRADE Z Y MIN LAP SPLICE=24' !liuj0 ON G�DE v MIN LAP SPLICE=24' W6MO GENERAL NOTES: LABOR FILL-SEE OTE#, r B % NOTE #1 �,�� GENERAL NOTES: NOTE #1 sv,BQRFaL-sEE OTE#, �IB* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN _l * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN _� I ID . * COLUMNSNO SLAB IS NEEDED. _ ` F, G, ARE MAXIMUMS. MAY LESS. W//10 FOAM D DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. R-10 FOAM _ DRAIN ROCK CR W/10 MIL VB D *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF UNDER,MIN. • 4'PERF — I RETAINED HT.(A) FILL REQUIRED 6 MILL VB O *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF UNDER,MIN. 4"PERF. * IF NO SLAB V y (E7Cr.wALLs oNLp RETAINED HT.(A) FILL REQUIRED 6 MILL VB O IExr.wuLs oNLq al o MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' -a' NONE 1 _C "I * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/25 PSF MAX SNOW. o' -4' NONE IF NO SLAB V jr * REBAR MINIMUM GRADE 60. 5' -6' 12" TOE HEEL REBAR MINIMUM GRADE 60. 5'-6' 12" * CONCRETE MINIMUM fc 2500 si 7'_s' 113„ * * TOE HEEL Jima P ASSUMED SOIL BEARING PRESSURE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi 7'-8' 18" * $ **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. s'- 10' 24" ASSUMED SOIL BEARING PRESSURE: 2,000 PSFet NOT TO SCALE **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. s'- 10' 2a^ WNOT TO SCALE iii J LL NO FLOOR MATERIAL \ SIDING MATERIAL a �4� RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" SIDING OSB 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12" 7/16MIN. OSB 0 1 X 4 P.T. EXPANSION JNT. •• n 2 X 6 WALL PONY WALL J o A B C D E F G V W X Y Z -BASEMENT PERIMETER II A B C D E F G V W X Y Z 2 X 6 WALL c to ABOVE GRADE AREAS c -CONDITIONED AREA SLAB �im ` -T Q O ON GRADE F 1 U LENGTH 4"SLAB 1 LENGTH F 6" MIN. O� rn r m UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING b - _ RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING e M HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING BREBAR TBL BEND REBAR REBAR TRANSV. CONT. I - CC X CC ^ C 80T.LBEND O w W 0 0 ch r n SEE NOT 6" n „ R-10 FOAM I- 0 SI O V Z N 0' -• 4 CENTERED 18" 6" 6" SHEARWALL REQUIRED #4 @ 24 #4 @ 24 N/A (2) #4 W/10 MIL vs R-10 FOAM E U Q' - 4r CENTERED 1 8rr 6" 6" SEE NOT 6" n E O j Z = W UNDER,MIN. 24"MIN. m SHEARWALL REQUIRED #4 @ 24 #4 @ 24 N/A (2) # 4 ° m D_ Q n, ch 4' 1 "- 6' 3" 24" 8" 6" SEE NOT 6" #4 @ 18" #4 @ 24" #4 @ 18" (3) #4 W I' A o w 4r 1"- 6' NOT w I— W I- O SHEARWALL REQUIRED ,1 Ur g 5 24" 8rr 6" SHEARWALL REQUIRED 6" #4 @ 18" #4 @ 24" #4 @ 18" (3) #4 O (� 4-TIGHTLINE m W z W A 8" 8" = 6' 1 " - 8' 6" 36" 10" 8'r SHEARWALL REQUIRED #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 x 'I 1" - 36" 1 OrrSHEARWALL REQUOIRED #5 @ 11" #4 @ 18" #5 @ 11" (4) #4 A J >> i 6' O 8" X >Q o - 8' 1" - r 8" 48" 10" 8" SEE NOT 8" n 18" n O 8' " - 8" 48" 10" 8" SEE NOT 8" n n " BELOW MGRADE > ¢ W 10 SHEARWALL REQUIRED #5 @ 9 #5 @ #5 @ 9 (4) # 5 2"CLR �I� w 1 10' SHEARWALL REQUIRED #5 @ 9 #5 @ 18 #5 @ 9 (4) # 5 1 X 4 P.T.EXPANSION JNT. I °z O Z 111111 2-CLR. 7 W LL _ SCREENED 2"PVC IN LAP SPLICE=24" w R-10 @: (� 0 LL WEEP HOLES 6'O.C. co -CONDITIONED AREA SLAB m Z Q O O4'TIGHTLINE ON GRADE V MIN LAP SPLICE=24" / 1 18"MIN. I t�J GENERAL NOTES: Z Y 24"MIN. FOR GENERAL NOTES: f B Z v J 1 B 1 10'WALL NOTE #1 SLAB OR FILL-SEE OTE#1',II y Z * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ♦ • y * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN _i • ♦ W Q N * 11= * NO SLAB IS NEEDED. R-10 FOAM • N COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D DRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MIL VS D WM DRAIN ROCK U L.f. w *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 4•PERF * UNDER,MIN. 4'PERF. A' ♦ OO ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT(A) FILL REQUIRED 6 MILL VB 0 I— I r Q * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. X C Voft * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0'-4' NONE IF NO SLAB .�' V Ir U LLLLLL * REBAR MINIMUM GRADE 60. TOE HEEL * REBAR MINIMUM GRADE 60. 5'-6' 12" TOE C HEEL OQ Z Y * CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi 7'-8' 18" *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF c Q **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. s' - 10' 24" D- O IL NOT TO SCALE NOT TO SCALE N CASE 1 \ CASE 2 1 / 6 X 6 P.T. POST CO CO SIDING MATERIAL \ o- SIDING MATERIAL 1/4" X 3 1/2" DRIVE 12" SONO-TUBE �✓ N (5.4-I RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR NOF WITHIN 1O2R 7/16 OSB R-21 INSULATION 0 7/16 OSB X � >t RAWL 48" O.C.O.C. o (1 � ABU66 POST BASE WALL _ 1 X4 P.T.EXPANSION JNT. 1/2" SHEETROCK ° 2 X TREATED PLATE 2R-21 INSULATION R-10 @: ° 2 X 6 WALL 3/4" SUBFLOOR O < < (4) GRADE 40 =LLF� A B C D E F G V W X Y Z BASEMENT PERIMETER R-1o@: (WHERE NEEDED) #4 REBAR CO OIUU ABOVE GRADEAREAS -CONDITIONED AREA SLAB 1/2" SHEETROCK oo= -CONDITIONED AREA SLAB I� ON GRADE Q 60 �sk< VERT. HOOKS J ON GRADE F T i J u �a LENGTH 4"SLAB FLOOR JOISTS t ._ 1 w Q <w�E UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING b /J - �F m L 4 GRADE 40 �'"°3¢HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR© REBAR REBAR TRANSV. CONT b . p Z 1r_ n ( ) gLaw'o #4 REBAR E.W. ' BOT.LBEND I _ A `�� ��-0—� • R-tO FOAM / — O F \ Q g °' R-10 FOAMS 4' W/10 MIL VB / oo / °-_�' pn SEE NOT " " R-10 FOAM F F <� ♦ T UNDER,MIN. Mil 0 -• 4 CENTERED 18" 6" 6" 6" #4 24 #4 24 N/A (2) # 4 W/10 MIL VB Le BASEMENT / ,� E U �. 16" °D �/ • ", =F r r R-10 FOAM • i��oo SHEARWALL REQUIRED @ @ UNDER,MIN. ABOVE�1RAADE AREAS) w W/10 MIL VB (2) GRADE 40 ,� Z ��� m W _ UNDER,MIN. w xoi 24"MIN. W I— D ♦ #4 REBAR tWw° E • INN _ = MAY VARY-PER PLAN Ogwo� ON z ZOZVO I z CRAWLSPACE A Z THICKENED FOOTING w= s J o �O 18"MIN. g 6 POST FOOTING Q g=1== J ¢ BELOW GRADE = a „°� X Z X 0 o SCALE: 1" = 1' SCALE: 1" = 1' wa='. 4'TIGHTLINE W c�� CENTER 1 X 4 P.T.EXPANSION JNT. O EXT WALLS ONLY - ga'U8 _ L'Lid SCREENED 2•PVC � MIN LAP SPLICE=24" w R-10 @: II J D \' 44 GARAGE DOOR os o,- WEEP HOLES 6'O.C. C.2. -CONDITIONEDAREASLA MIN LAP SPLICE=24' j ° BUCK OUT FOR GARAGE DOOR • • ='�o Y oNCRADE N 4" CONC. SLAB OVER 6O ��dMIL VAPOR BARRIER ON 7. }!� ' LLGENERAL NOTES: Z Ifr LA OR FILL-SEENOTE#1 �I B // GRANULAR FILL r „r * COLUMNS C, D, E, W, X, Y, Z,ARE MINIMUMS. MAY USE GREATER. _� t OWNER APPROVAL it/ *ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D El • DRAIN ROCK WR 10 M°� m� ♦ DRAIN ROCK b ' • (2) GRADE 40 / lDpJ� INITIAL: * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. O a•PERF. UNDER,MIN. O 4"PERF. / !7¢ ito* REBAR MINIMUM GRADE 40. V IF No sus V IExT WALLS ONLY) `#4 REBAR •ines 4� PAGE#: * CONCRETE MINIMUM fc 2500 psi TOE C HEEL 4. ,le C HEEL r TOE HEEL TYPICAL FOUNDATION WALL Eje4t SD,'s . ' A2 **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 17 ' @ GARAGE DOOR Is*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ' 5r' i` NOT TO SCALE 1y SCALE: 1" = 1' ZT£M.T 07.41.Y . PAGE: NOT TO SCALE 7 of 19 FLOOR PLAN NOTES J. STERLING SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN 99'-9" EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA o GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 33'6" 28'-9" 37' 6" BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. STERLING t 2'-0' 'd -11 VS' 15-0" - 4'.6" - 13'-3' 15'-0' Headers - - 4AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. ni _1- - -1 Default header material is Doug Fir No 2 or better _ S. W IStud,opening stud o wide and less hae 1 full height Stu configuration 1 2 SHELF AND HANGING ROD. v L I / I - :2x headers must be in tall orientation with flat 2x nailed at bottom in L' r I1/4" = 1' U.N.O. Ei 5.5X16.5 PT GLB Default Trimmer use 1 2x stud or Slm on LUC Knit er. each end 1 i DROPPED 1 L ' - " I I I Default King pe gg d each end(plate to plate 3 BUILT IN SHELVES. i _, - _ w L '4 q Default King Stud opening wider than 6-feet use 2 full height studs each end(plate to plate ) I z I 6 0 I I I" " I Trimmer,each end King Stud,each 05-14-2020 r, I 26H I -e7 I I S ICLO ETc I Callous Min.use Alt 1 min. use Alt 2 min..use &blank use default end(if blank use 4 CABINET-OWNER/CONTRACTOR TO VERIFY. 17HD Im Ae 3" 2 Lai I127 s FT m -1 _ above.) default above e o ®TOP C 96 \I I l 20H 2x6. `L"conflg 4x6 2-2x6.flat for mid wind. EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 o ' 1 21H 2x10 "L"config 2-2x8 4x8 5 3 I BEDROOM #1 \ I- �I J T SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20'WIDE AND 24' HIGH. SILL HEIGHT MAXIMUM 44'OFF FLOOR. 44B I a 14'-2" X 11'-8" I I II 2 Use min 6x10. approx 8-5'long(continuous from 77M to comer.)Hang on 77M with HUC. At comer. bear on two �, - I 22H studs. Connect studs and trimmers to this header with A35 and screws.typ. G 177SOFT I ' I • I 1 T - 6 10 CEILING TEMPERED GLASS A8 I I-m b m CARPET FL I- Use min 6x10 approx 8.6'long(continuous between two 77Ms.)Hang on each 77M with HUC.Connect studs and I I OFFICE I CRAWLSPACE 23H trimmers to this header with A35 and screws.typ. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE t7 p 4 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES ._ • Q a a a ;1 H 70P(�96' 5 �. 1 I I 12-2 X 7-11" I ;o rn 15'-6" X 7'-8" 24H 6x10 4x12 2 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, r n a PERVIOUS PAVERS 104 SQ FT n 142 SQ FT 7 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE m I I m O¢' `° I \ 20H `� ! v I 1V tItI4G I 25H Use min 6x10 or 4x12. Al 856Y. extend over top of 8SW and connect per that callout At other end INorth and) STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN "0 \-- ro I a0 I CARPET FL I use 1 trimmer and 2 king studs EARTHQUAKE.MIN.EFFICIENCY OF 91% Z $ N _ ,., 26H 2-2x10 4x10 3.5x7.5 glulam s " �" 1 1 I I i II on„ 1 m I J F.A.U.ON 18'HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8'T&G PLYWOOD. In I- o S 21H Beams EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8'TYPE'X'GYP BD. NO FURNACE SHALL 0 al 1 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, 0 I I 1 ,4 f N I ' Default sawn material is Doug Fir No 2 or better BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF r 7 I 26H ' _ _ 1 Default glulam. LVL. PSL materials-see Standard Structural Specs herein. Default LSL is 1 SE 2 300 psi. min Fb FURNACE. I _ • I e HALL I" _ PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 5 1 I I Default wall connection 3" bearing in pocket or an plate with min 2 studs below. CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NO7 EXCEEDATOTAL a-0•x1r- o' 4 0 1 I I 56 SQ FT I I COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF I I R m 26H TOP 9s• •I ;? U Default end post connection LCE ACE. EPCZ. ECC(),or similar. 9 _ - THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR o o " I EXERCISE ROOM m I 3T4�ATI T Default corner post connection with mitered beams over LCE4. LCE4Z. or RTC44. EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF Y 12'-2" X 6'-0" I Y_ SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 14'-2" X 8'-0" Default mid-post connection LPCZ.PCZ.CCQ. or similar 1 124 SQ FT m79 SQ FT I 1 OIL", MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE R 1P CEBJNG .1313 7 WLNG b Default beam to beam connection: HU-HUC. HUCQ or similar. PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 r - , I CONCRE7FlTLE FL N p Connector(ifblank use C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w Callout Min.,use Alt 1 m-,use Alt 2 min.,use Notes 1 O OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, CO 1 I •' 5.SX16.5 PT GO �, A Il " II default,aboc-e' fq I e DROPPED !? 3-0`-+�i 12-0' 4'�• --i T-8 12' S$12' - - - - AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK 6 _. - _. - _- II . I. _ _ ' D20 2880 308 3.5x12 glulam 5 5x10.5 glulam 5 5x12 glulam PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE _ I I. - ME , I - CLOSET _ J CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 31B 4x6 CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH S 2'-0• 1'$��---S-0• S-0• 3'-0" 7'-4' - - N I 2 CLOSET • DOMESTIC DRYER EXHAUST. Mil 8 0•-0' I r` I 111 I I Il 25 SQ FT 2 4'b'X 2'-3' 32B 4x6 `"' L{ ., I -� -1 - 12 SO o, 40B 5 5x18 glulam 3-5x22 5 glulam o WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH9.1 - I L-- 21 H B21 5980- 41 B 1 7$x11.8 LVL 11 AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. " 1 - I WALL _ _ _ J L id 42B 5 5x16 5 glulam 6.75x15 glulam HGU HGUS or HGLN to 43B L J I 0 17HD I I 22"x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. _t I 4313 6 5x15 PT glulam 5 5x16.$PT glulam 12 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2'PLYWOOD. to /I J ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR E 0 44B 5.5x15 PT glulam 5 5x16.5 PT glulam SEALED TIGHT. • tO 26H TOP @ 96• 12'-0" - O E I 5-0' �,� 15'S' - POSTS U GUARDRAIL 36'ABOVE FINISHED FLOOR.STAIR HANDRAIL 36'ABOVE STAIR NOSING. I I 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4•DIAMETER SPHERE TO PASS C SPRAY FOAM / �{/�� Default material is Doug Fir No 2 or better 7/a'ALL-THREAD @ STRONG WALL BASE Q THROUGH PER I.R.C.SECTION 312.2. 0 4' I 4� r INS.THIS WALL ( �lfI / Default bottom connection on plate:2. FC or 2-A34 with Spews-Or 4. 16d face na115. (TOP OF STEM)TO FOOTING BOTTOM REBAR U I 11 a J y( iii PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N RISE'7 7f�• U• 1 %N� Default bottom connection on beam:2. FC or Z.A34 with screws or PCZ 1 A TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO Abiim wDi - 1 7 0 RUN=77.51 Iw+I F"r 'Y MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE CO I- • I O :7- I I I-J w �D"G Default bottom connection on concrete PB.or AB or ABU or ABW. or CBS() SURROUND&HEARTH MATERIAL. CD C 9 a I- X P '" (I Alternate bottom connection on concrete:#5 rebar or 516" all-thread epoxy 6"min into post butt and 6" min embed in ? 0 e F- o LIVING o. LA ConC Cant embed ma'be Viet Set Ore x•' GARAGE FLOOR SURFACES SHALL BE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR O > Q N ) 0 a 23'-3" X 22'-3" aD W ///f�\o } Po ' ♦ 15 MIN.1/8'PER 12'TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. C<) ,- 0) i,4 // `� I Connector(if blank use GAR4? c'J .L] A EL $ ®TOP(�96' 440 SQ FT Callous \Iin..use Alt I mm.,nse Alt 2 min.,ase def•utc above; Notes �" `' Z M c o ,o CEILING 101rzIIIIII 4-1I r - -� + 0 tY X Y r` c m I I 0 CARPET FL -BEiible ARINGW0 _ ® LIVING AREA 70P 2-2x4 4x4 At\, "•1 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. W O O M 03 -BEARING WAL •I O 20H Lg I I 2079 SQ FT ?1P 3-2x4 2-2x6 4x5 -,/ /" m Z N I I w� • - I .,. I CLOSET ' L- - J ?2P 3-2x6 6x6 4-2x4 ,, - GENERAL NOTES m ° Q 0 o 1 I I I U a 73P (see main calloutsl 1 1�iG I I 6 X'9 3" LOWER LEVEL WALLS AND MAIN FLOOR FRAMING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. •ya,,�a 375o Fr -ALL FLOOR SHEATHING IS 12FD, TYP. �.•. > ro O ®TOP®96' '��r11�1+ ro" .-101f� 1 - FLOOR AND DECK JOISTS ARE OPA, TYP. 5/ " zI► ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. W j I I 3 r b :��1 3'a 1rr -c 1 - STAIR FRAMING PER ARCH AND CODE MIN. VERIFY HEADER HEIGHTS WITH SUPER. I I - DECK DECKING IS 13DD, TYP. t ( , II r 1G�• trs EzI4 uyfiEQ S 5E+1� v Co a�'C • 26H �-a- - °�E I I 0 II - FIREPLACE AND CHIMNEY FRAMING PER r ALL EXTERIOR WALLS ARE 2 x 6-16"O.C. STUDS, UNLESS NOTED ARCH AND CODE MIN. j5 cwt. �l RAtr✓'i L" OTHERWISE. Z W „••e . .". 1 BEARING WALL 1 I 6-0 ITEMS 0*4£4. Q 4 Ir I C AND DIMS.T.B.D. - - l I -ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 2PW ALL INTERIOR WALLS ARE 2 x 4-16"O.C. STUDS, UNLESS NOTED W o N L - - - �L - L 2OHIII.NG WALL I OTHERWISE. Z Q 0 _ -8�8G C r- 0��M it 6'$ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER . i T5I s l' HALL 1`riII 1 �°� I a ) DISPENSERS MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FORCO � s 10,_ „ X39„ 1 rL_ (� LOCATIONS. IZ Zwe - I 20H N I 47 SO FT �^ 4 1 " 1/2" SHEETROCK W Q N ma 20H TOP •n-96' � , 6A p TFL ? I I Ct FRAMING NOTES J - N 17HD m I . IBOT®,5 I I i I j 8" CONCRETE WALL U LLI 3 I BEDROOM #2 1 FULL BATH STORAGE/MECH R-21 INSULATION REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. 12'-6" X 14'-7" • IA 20H 8'-4" X 9'-11" • FULL I 12'-7" X 16.-7" / Q f? a I 204 SQ FT a M 0' 97 SO FT CABINET 259 SQ FT / NOTE:VERIFY ALL HEADER COORDINATE W/MECH.& ELEC. FOR LOCATIONS&SIZES OF b o U 1 to.CEILING �' N I/ 70'CELING I / 2 X 4 WALL @ 6" FROM CONCRETE HEIGIiTs WITH SUPERVISOR FOUNDATION/SLAB/JOISTS BLOCKOUTS. I•'I"I W §m't 20K TOP®95 CARPET FL = ' man. -4- ., BUILT OUT ONLY IN FINISHED AREAS NOTE:CONSTRUCTIONANDAPPUANCES - Ilia) 7S'- I 2'-10' sa 1 If 2 TO COMPLY WITH ENERGY CREDITS TAKEN Y t? e m v 20H BOT©75 m 6 I i goI-cB A FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 Z ri lb f? 1 7 I In ra I 1/2" WEDGE ANCHOR 48" O.C. ENERGY CREDIT _ I i,o r" I �� EFFICIENT BUILDING ENVELOPE SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT W -WINDOWS:U=0.28 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a D Q Q w - I 2 I 2 X BORATE TREATED PLATE FLOOR =R381NSULATION PRIOR TO THE FABRICATION AND INSTALLATION. a v I I 4 I p -SLAB ON GRADE-R-10 ENTIRE SLAB O " 20H TOP ss g t I in ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED CO CO 17HD .1:,_ g • V-•+ • OSE o- ENERGY CREDIT 2a mm 20H HOT @75• 5 ,• NT'"x5'-tt - JrIIIR LEAKAGE CONTROLS EFFICIENT VENTILATION BY MANUFACTURER N 0-m o 1.SO F7 - . -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR - i \ 26H a I -WHOLE HOUSE FAN PER SECTION M1507.3 FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE 7 TYPICAL FURRED OUT ENERGY CREDIT 3a AND NAIL W/RING SHANK Bd's @ 6"EDGES& 12" IN THE FIELD. FACE A WALL IN BASEMENT -GASFIRED, EFFICIENCYRANE,EQUIPMENT FIRE>- o't , 2-10' a.. &-o - JGRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" -GAS FIRED,PROPANE,OR OIL FIRED BOILER OSB OR EQUAL. Iflc8 GASAPPLIANCES TO[E WfTH MINIMUM AFUE OR 94%. D PROVIDED WITH DEDICATED 0 i 2 • LL COICUSTIONAIR VENTING OR n = r ENERGY CREDIT 5c o o o sWITAIxEEOUNAL13tT \ / SCALE: 3/4 1 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 'Vitt; `O / EFFICIENT WATER HEATING o a a 13'-0' Ell -GAS FIRED,PROPANE,wmTH MINIMl1M EF OF 91%. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO J^ 8m�g N �+- - T 1 FLOOR HOEDOWN LOCATIONS. EL <"�' L� 0 �3th Zw°UK 15-0" ram• 7-10" 4c2* it-10' 13'-3• - PROVIDE BLOCKING BETWEENI-JOISTS AT INTERIOR BEARING /�/ �Eaoo1'^6• 15-1" 14�" ZJr�" 12•-0" LOCATIONS WHERE THERE ISALOADBEARINGWALLABOVE. L.L =N�4o 2,_0" 6 6• 22-8 0 tiff3i 9• ALL CONNECTIONS TO BE SIMPSON OR EQUAL. iwgL,N 0 =-'4o$ INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE „o E58 :1/4) CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM -I w36(0 CONNECTIONS. U. wp?L.3 a0U0 K2 �0 H. 0W'eczO0 ni Z 1-3 0 2zgho igisigs WINDOW FLASHING INSTALLATION TYPICAL HEADER FRAMING PLAN AREAS W COODU ��U00 STEP # 3 STEP # 2 STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/6" POST WINDOW W/ 3" POST MAIN FLOOR 2,064 SQ.FT. amp=a W _u_ /2 BASEMENT 1,569 SQ.FT. Cl) o ' 1 Minimum TOTAL LIVING AREA: 3,633 SQ.FT. �� '�ro_ r IL I■I I I I■ i OWNER APPROVAL I GARAGE 920 SQ.FT. 7 I, (///://; HEADER LESS THAN S HEADER IAORE THAN 5' CONCEAL ENTRY 73 SQ.FT. INITIAL: STEP A- '�INSTALL TWEK HOUSE WRAP (1)KM/G STUD FROM (2)1-7 rtltta 5 HANGER EA SIDE ,,� �n � _� (1)TRIMMER 1. COVERED DECK 67 SQ.FT. PAGE#: rimq;11 I Y KING STUDS I OP PLSTE DS 2)KING STUDS •• S INSTALL (1)TRIMMER A3 STEPBLTYVEKTAPE STEP A- 7OPPurEro OPEN DECK 231 SQ.FT. ect,____- • BOTTOM PLATE BOTTOM PLATE INSTALL TYVEK APRON BELOW 0 � WINDOW SILL ■1,1 I■ MI I■0.1 COVERED PATIO 254 SQ.FT. PAGE: 4v STEP B- INSTALL VYCOR ACROSS WINDOW SILL -ems r�I•-. - OPEN PERVIOUS PATIO 219 SQ.FT. STEPC- STORAGE / UTILITY 259 SQ.FT. 8 of 1 9 STEP A-INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS 1 GENERAL NOTES °rE' NY a� A� J. STERLING 99'-9" ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. -- 0 14'-0" - 19r-6" 28'-0' ' - 371-6" ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. STERLING N c3 f 74T 1' 10'-6' 19'-' 13.3' 1S-6" 1,DECKFAscwsr4'COMPocr.MAT.-msr.W/SPACERS r — VERIFY HEADER HEIGHTS WITH SUPER. - 'U _ _ _ III III ® m 5.SX1:.5 PT GLBi� t I / r _ 1 / ALL EXTERIOR WALLS ARE 2 x 6-16'O.C.STUDS, UNLESS NOTED__ DRePPFD siiiralonI � OTHERWISE. 1/4" = 1' U.N.O.L s _ on11 r H IQ I� I I ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED o �+ Ib I OTHERWISE. Hm - I I I� I I PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 05-14-2020 0. I MI P IIIiiii 'iuIiiiimihs DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR ' � IFRAMING NOTES OF 56' 1111 :. I Ii _ _ 3 © • _ -- s•ii m N � ts-0" s•IIm�II _i I,� REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. $ HER R l l_ O �� III 7b COORDINATE W/MECH. &ELEC. FOR LOCATIONS 8 SIZES OF Imo rw z — '� 9 117eBgXXolsr4olsrs16o.c. o a -3)c 1z FD FlOOROWPFMAGM _ FOUNDATION/SLAB/JOISTS BLOCKOUTS. •m <g I I IC w LOWER LEVEL WALLS AND MAIN FLOOR FRAMINGCD x o iu o II II 11'� �I FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR a P) I 0O__ N 0 . � _L - ALL FLOOR SHEATHING IS 12FD, TYP. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Z It II FLOOR AND DECK JOISTS ARE OPA, TYP. ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL IOa `r .—_�_ , Q II I III ,1' . _ STAIR PRIOR TO THE FABRICATION AND INSTALLATION. W g• I I N . I III �J 'I m� II I - DECK DECKIING IS ER DADRCTYP. CODE MIN. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED la)_ _ meal -< - FIREPLACE AND CHIMNEY FRAMING PER • BY MANUFACTURER -I—■. _® �o��Mo m cc a ARCH AND CODE MIN. n A o FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE f, �.-� _ II I ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 2PW I I ��"�_�� 0 o �1 AND NAIL W/RING SHANK Sd's @ 6"EDGES&12' IN THE FIELD. FACE '_■.—� a .0 12 FD Floor Diaphragm GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" u'�_•a_"��"`•* IilI E_�l O-a 1I Sheathing:With joists at 24"or 19_'"'OC,use rain.,24 oc rated, APA Snail-I-Floor,either 3 4'species group 1,as 7`8'species group 4.Maybe OSB car OSB OR EQUAL. rewx ror.ocweevnox m eophs5-oodGoodfor130psI1L a L 360 deft. r � ep I pl I " I 11 e b 5heathiug:R'th jo sts az 16"-OC,use min, 16 oc rated APA Sturd-I-Floor,min., 1932'thick.May be OSB oc plywood Good for 245 psf11.@ LG60 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST z 5 SX1' _ i d� LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO wFLOOR HOLDOWN LOCATIONS. g '4I� DRe•• IMOmilii • =I,,,tali Sheathing Layout:Case 1 per IBC 2306.2.1(1) CS a _ • .,. .. ;•.: ,ra; ' 1 - Orient sheets continuous aver two or more spans.with the long dimension aaoss supports. In DE FASCIA •• i> .MAT.-INST.W/ r •. ••. '=: „ to PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 7-0' 1' • S-0' 5'-(1' 3'-0' ,_ _I I _® p II p -INSTALL BLOCKING IN(2)BAY`IEIaIa1111 Nailing:Glue,and connect with 8d zing shank nails or=9 screws,at 6"edges, 12"felt. ea LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. o -SCREW OR NAILS 3"O.C.THRI i !Y-0' ■�+ suBFtw•' L Blocking:not required except at supports(beams)and comectians to shear walls bebw. `r _ rom I �HII - - - - F� I ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ° 9 ! I Re I mai BEARING WALL!" L —i, I /Alik INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATEto e I r- J N I L _1 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w - - CONNECTIONS.(441)_ II Y FL Soon 86EAMLVL 416 1 1' 51-0" - 1F-6" - 25-6' 12'-0' E o IFr� 17-0' 17-T Headers IIV M r 4txs = I Default header material is Doug Fir No 2 or better O 0nee II O 2 I I 2x headers must be in tall orientation with flat 2x nailed at oottom in-C configuration N U m co I I m 2 g W Q - - Default Trimmer.use 1 2x stud or Simpson LUC hanger.each end N w ,8 o d X II N r r 0 C) W I® UP I Default King Stud,opening 6-feet wide and less use 1 full height stud each end(plate to plate) 0)) C a _ m ul _ O a o 'E.?"( X m Default King Stud opening wider than 6-feet use 2.full height studs each end(plate to plate) V W EC �, ' 0 Xra W I I I O N m tj O 1ii=1 Trimmer.each end King Stud,each b > En m - r.-:ft ao fC rn _ _ CaYoat Min,Ilse ,Ut 1 min.use :11t 2 min..use (R blank use default end(f blank me LL (n r CD [r II qQ 8 "i r _Lk —` I r — —1 1.3 above.) drfs&above) ? M LLI C.'I- J- 'O 1 0 "if ? I I a 20H 2x6.'L-coring 4x6 2-2x6 flat for mid wind N- C I i if m . BEARING WALL g x et r f6 O — 21H 2x10 "L'config 2-2x8 4x8 Q O O IL C CO0 IL • '� L— — J 22H Use min 6x10.approx 8 5'long(continuous from 77M to corner I Hang on 77M with HUC At comer bear on two m J Q Z N • 2 II I studs Connect studs and trimmers to this header with A35 and screws.typ. O Z 2 0O S I 23H Use min fix10.approx 8 5'long(continuous between two 77Ms I Hang on each 77M with HUC. Connect studs and m D_ Q 0. co SZ �I { 17-0' T3 1/2' - tnmmers to this header with ABS and screws.typ. II��_ till 24H 6x10 4x12 2 iim_I� I 25HUse min 6x10 or 4x12 At 8SW extend over top of 8SW and connect per that callout At other end(North end) use 1 trimmer and 2 king studs• - 26H 2-2x10 4x10 3 5x7 5 glulama� � 5-0 � ri- Berms GARSik ilIMMINE i I Default sawn material is Doug Fir No 2 or better �pF WASy� v [ 0 �IB� Q g� Default glulam LVL.PSI,materials-see Standard Structural Specs herein Default LSL is 1 5E.2 300 psi min Fb /$ I,I' Z LU N I .- . �II l Default wall connection 3'hearing in pocket or on plate with min 2 studs below -.I O BEARING WALL ,. l I I - — �'— mu— r 7 - Default end post connector LCE.ACE.EPC2 ECM.or similar . LL — 4 -• Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. 'Oita. i r Z Q O �i� — — U mai'E' _ T51/2' I ____ Default mid-post connection LPCZ.PCZ CCO or similar p '"' �/$} I Default beam to beam connection HU.HUC HUCO or similar 'ON�, _�C- IZ Craerror(if bionic use F � /` Callow Mm.,use ah 1 ohs.,use Alt 2 aim.,use atone; Notes Y w IFo 30B 35x12 glulam Sbx10.5 glulam 5 5x12 glulam WPM Seigv • J W Q (V 13'31? iIlL,. 11'-211'-2 ire 1.... 'III • 17-T 31B 4x6 1 0 N Lij co O FLOOR BEAM 32B 4 91u isE~F•=+t. �JCQ.l1,CL ` I•�y` Qd�(._.) I Milt I 11* 1.75X11.8 LVL 9 I I r LL ro 406 6 5x16 atom 3 5x22 5 lam o mi el -- F �r„� em 41B 175x11.8 LVL TT£M,S 8NL IIII v III qq I 42B 5 5x1fi 5 gluten 6 75x15 glulam HGU HGUS or HGLN to 438 y C LLJ (n _a e Q.,11 1(,I=11, G 42B 5.5x15 5x1 PT glulam 5 6x75 5 PT gam - LLI in .ii- RI _ IIIImR1B•pC. Q344R 55x15PTgulam 55x165PTglulamPLAN AREAS o Z0 ti g8rLLDROPPEDSHOWERAREA vCC o u Default material is Dou Fir No 2 w Deter.. __2 - o _ IIII I`I Defautbottom connection on plate:2 FC or 2 A3dwthscrews or 16d face naiW MAIN FLOOR 2,064 SQ.FT. fr liq I m N 175x11 8 LVL I Default bottom connection on beam:2 FC or 2.A34 with screws or PCZ CV FLOOR SEAM 416 BASEMENT 1,569 SQ.FT. m o II 4'8' T-11' Doing bottom connection on concrete PB o AB.or ABU or AI3w orCBSO CO r IR IIIMttES bottom connection on concrete:#5 rebar or 5B'all-hread. epoxy 6'min.into post butt.and 6'min embed in CAI I_ EliMallitill I � I omit can embed may be wet set or epoxy TOTAL LIVING AREA: 3,633 SQ.FT. eoue wrCBbWd a:e - _ t _ •� I I n Cf� JT2.. Alt 1 min.,ase .fit 2 min.,ase defauk.above; �Otes "�— — GARAGE 920 SQ.FT. ._.III!■I. �� 0 .pep.. 2a use 4x4 71P 3-2is 2.2x6 4:;b Z 2� "s 9 j 72P 3-2x6 6x6 4-2x4 ENTRY 73 SQ.FT. Ni ■ JOIST BLKG HERE iVl Q roc, 1 73P see main camas) S ,34r 6$ _ COVERED DECK 67 SQ.FT. "--I gCL go3 w 7-0" 6'-6' ram• 221-8" - 15'-r 14'-6" - - 2s-6" -- 1Z-0" - OPEN DECK 231 SQ.FT gm ._w§ <I; COVERED PATIO 254 SQ.FT.)0 OPEN PERVIOUS PATIO 219 SQ.FT. �" a STORAGE / UTILITY 259 SQ.FT. Q Lg. CC IlOxu Face TO BE USED BETWE ZD 30 LB FELT OR EN HANGER AND LE BARRIER I m!1 23/32'MIN.PLYWOODIOSB ' a ACQ-D&CA-B TREATED SILL F III CC a, �o Floor Joist Blocking per IRC 502.7L` HOP in (Seismic Design Categories D1 &D2) �e r<6411011 sIOING TYP. OR RIMBOARD CLOSII O FSILL SEAL BCI Joist**I$ Blocking , 7YVEKHOUSEWRAP , ® ggoo BCI JOIST BLOCKINGgte"RE(<JIRED FOR CANTILEVER. Yti aADDED2X DEPTH E 7/180SB SHEATHING NAIL WITH Bd NAILS Oto o00°P I1? INTO EACH dNAILS. >ox alli FL/LSHING a°w- _` RADIANT FLOOR!EATING L...„ 0„,/-- DECK PLANKING /`—� C i>: {',l, SIMPSONZMAXLUS210$ d WIIIIW ' zxlzvc4olsrlro.c.io OWNER APPROVAL • FASTEN 2x Pr LEDGR Wf7HSOLID 2X BLOCKING AT (3)ROWS OF 1p'X 4 UT SOSiiSpso6nn Strong-Tie , Intermediate ® Nan Boise LATERAL WAD CONNECTION —� SCREWS•1B O.C. III INITIAL � II FASTEN WITHioaxl Bearing II Versa-Lam or Boise GLULAM toBCl®joist with ad zx1zTREAr®IxH3tLEOGER .' � PAGE# r. (WALL OR BEAM) Nailing per local1111 WEB STIFFENERS Z"- code provisions �g�� Width shall nail into each \ II ARE Noruseo 2x specified hanger nail flange. \ /f, A length iiii ,Ll`4 {Ak. TOP PLATE HANGER )B) CONTINUOUS BLOCKING I^1 JOIST TO BEAM (D) RIMBOARD C-- DECKHOUSE CONNECTION n CANTILEVERED FLOOR JOIST PAGE: /`1 / NOT TO SCALE NOT TO SCALE \lam / NOT TO SCALE NOT TO SCALE \ C / SCALE: 3/4" = 1' V NOT TO SCALE \ / 9of19 FLOOR PLAN NOTES J. STERLING CIA7 / SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN 99•-+9• EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA N 3T-6• 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, n 14'-0' 19'F• - 26'-0' REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE p BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP SMOKE DETECTOR J. STERLING ni 1'-3 3l4 4'-0' 0 4'-0• S �n• 4'-0" 0 �n" 4'-0• 1 3 3/4• 13'-1' 15.8• - 5'-9• I S-0• - I S-6• - 5'-0• - 5'6• -I S-0" S-9• AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. I in W014046 PIC W024046 PIC W034046 PIC Wo44046 PIC - - W115020 PIC W125020 PIC W13 5020 PIC _ _I ICI' If I �1 I U T i. 2 SHELF AND HANGING ROD. T 13 20H @ tsz ® 20H" �� 20H @ sz 20H @ 162 b II �y ' e •_ FULL Err. FULL HT. 120" FULL HT 120• FULL HT. a 1/4" = 1' U.N.O. t �. � PANTRY b 21H @tzo• 21H @ 21H @ 4 ••• ",r ;CABINET GARAGE GARAGE GARAGE ~ s CABINETS CABINETS CABINETS o BUILT IN SHELVES. ❑ W 4 — I4 c zoH r �„t a 05-14-2020 Z ~ cr.. 1/C V-5' 1'$ 1'-41• 1'-0• �'-10 I 21 I L _ 4 CABINET-OWNER/CONTRACTOR TO VERIFY. -- - n U� 20H TOP@,sz 7-0• 1 1 2'-0• 1 I 7-0•— .-3•-21/r I 4•-0• I- I- 4'-0 - I I 4'-0" EN W05 2060 PIC W062060 PIC W072060 PIC W084016 PIC W094016 PIC W104016 Pie I* � � m I [{ U W 3 3 0 1 I I I KITCHEN I20H @ ye• I - I I� o EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 p V' L „� ,.," t ZOH @DOOR HT i �� _ "eD 20H @96• 20H @s6• I 20H «n+';- 2UH @nr 20H @nr r._ 20H @ 120• =7 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20'WIDE AND 24' DECK �S-0" HALL min LAUNDRY HIGH. SILL HEIGHT MAXIMUM 44 OFF FLOOR. 13'-11" X 21'-6" I 1 21 -2' X 20-9' - 13'_rx3'-to" o ,s-Txe-0 I ® i 418 SQ FT so s01=r °T 1 4" 146 SO FT BUILT IN BENCH it 29$ SQ FT _ _ / VHARFWCEILING r�' tt'CELING o tt'CEILINO I-- I - - TE? - 6 TEMPERED GLASS DECKING I I HARDWOOD FL SurEmLEFL i SATE/11LEFL 16 GARAGE 15 A8 ale '- 20H TOP @ 162" I I 2'-11 1/2" - -- 10'-T ."„- --- 16'-1 12•- I I Lt �m p �-t" '- 111 361-4" X 23'-0" ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE Z,. /'e n 14--,--- r=D08 608•� ' I 10 LaJ 11 20H 920 SQ FT CO INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 13 min 21 H @ DooR HT. I :{N T RY t 72'CEILING 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 01) ""' 1) I 3 :-3`X 3'-0" 11'CEILING 3 ,.._ BUILT Ill ENCLOSURE / END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE ct ^far III, I 1 MICROWAVE W/ 36 SD FT SLATE/TILE FL 1� FOR W� - - STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN Y OVEN BELOW EARTHQUAKE-MIN.EFFICIENCY OF 91% LaoZ �; I I m 91 — UPPER LEVEL WALS AND ROOF FRAMING B R�' L ❑J 3 - — 4 _ — - n FA-U.ON 18•HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T 8 G PLYWOOD. .. /� - ROOF DIAPHRAGM 11RD, TYP. ry' q OR HOUSE TO HAVE RADIENT FLOOR HEAT.VERIFY WITH CUSTOMER. W s. a o 20H @ nr 20H @ fir 20H @ 117• 20H @ tza" p 4 m - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. n v N 8 EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE•X•GYP.BD. NO FURNACE SHALL LL/ (H.ASS ROOF v , 20H TOP@162' I _ -_ BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGHABEDROOM, 0 , IS Q o = , �' - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF AREA + < 44 6 PIC W 18 4016 PIC W17 4016 PIC FURNACE- INC) t § 20H Toe@117' 4'-0" - 11�I 4'-0• - 11�1- 4•-0- � I -ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON THIS PLAN" * — PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF 4r" 22H @DOORHT HCONTROLVALVEWASTEATWASH . EXHAUSTDUGTSSHALLNOTIXCEEDATOTALoDINING 20H FLAT Bor@96 N q (] COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 'IITOP@96 N1 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR I m Im I12' 9"X 10' 8" OBM - > I EACH90-DEGREEBEND. AMINIMUM4-INCHDIAMETEREXHAUSTDUCTOF 146 SQ FT SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.II 20H TOP@nr �o_ 1 -11'CEIUNG20H TOP@i6Y I MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE-N AI a, LT_ b I E PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 P. Q /I' BBQ �� o co I N. C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW III AREA/-. Ali'�, 512•x12'DECORAITVE GLB-EXPOSED I �lB M, - cmv b I 20H @120• oa OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4INCHES. DRYER,KITCHEN, $ 13 I %'I!��' 20H TOP @ nr U • I m 1 0 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK VVV �- - - - - - - - �� D09 3080 �_ E PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE I - - - - I111•-11•.-I M. 20H FLAT HOT @ 96• Z tt� I I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEXll 9'-0• - 5'3 12' 14L4 1/7 111 4•-0• TO -0• Q N " 1 g _ CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH POWDER _ 1 9• I� m I DOMESTIC DRYER EXHAUST. 8 ci U '' J 5'7"X 5'4" M. 10 BULT4N OR CAaNETRYLB.D- m Ei E.E U 4 tv _ I 24H @ 96• 24H @ 96- MAY eE sUeeLIED av owllui W ;3 a v v 20H TOP @ 162• -c0s 71'34 C HAR R ,r ©I BEARING WALL . 1'-0'4 DOS 9080 D04 9080 �— I ' 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH 3 20H FLAT BOT @ 96• a - • CLOSET •• ° + 'e AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. ° • .,� • 4'-0• 9'-0• 2'-0' 9'-0• - 1'-6 25H @ss" 6'-6'X 2'-1• 2 - I- I 22•x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. w _® 4 1 175QFT �2 D03 9080 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/7 PLYWOOD. •� f " H § Ip - N s 1 2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR " 9: _ . ° ° • I O I' I 6gyr - SEALED TIGHT. E b -lam D105080 •^ 'a -•1'-0 9'-0• 1'-0"� L� ► Sr I w 15'-0' 25'-6" 12'-0' U s-z1n T-0 p t GUARDRAIL36•ABOVE FINISHED FLOOR-STAIR HANDRAIL 36•ABOVE STAIR NOSING. •tq a a I - '° I ^ Headers 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4•DIAMETER SPHERE TO PASS C m `4 "" 20H TOP @ 162 ENTRY 1 . „4 " - Default header material is Doug Fir No 2 or better Zia THROUGH PER I.R.C.SECTION 312.2. r- O I n 20H FLAT BOT @ 96' 12'-6" X 7'-6" 23H ?o " � 2x headers^rust be in tall orientation with flat 2x nailed at oottom in"I?configuration PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N j 3 o q TRIM PACKAGE.CONTRACTOR SHALLASSUME ALL OPTIONS. REFER TO N 2 _ _ 49 124ULT�Sp�Q FT Default Trimmer use 1 2x stud or Simpson LUC hanger each end MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON COMBUSTIBLE in- /INS GREAT ROOM AUI1C m� g • • PPRCH $ o pa g 14 • - 19'-3" X 19'-6" I I SI.ATF/TIrA ( 1 0 • ea 73 St FT I I m • Default King Stud,opening 6-feet wide and less use t full height stud each end(date to plate i - SURROUND&HEARTH MATERIAL. c 41 7 SQ FT • t� Default King Stud opening wider than 6-feet use 2 full height studs each end(date to plate) ¢ U GARAGE FLOOR SURFACES SHALL BE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR t71 U U VAULTED CEILING GAR • MIN.1/8•PER 1T TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0) r g) E E HARDWOOD FL 0 \ X Trimmer,each ead brag Stud,each 15 G ,ci co O1 °' Callow 'Alin.use Ah 1 min-use AN 2 min-,use (if bleak use default end Cif blank use 4• f�^ Z uJ tr) !r'A" 20H TOP -m' 8 RISE=71/2 - • - WAS V _ M •D a v v13 _ I Ito above.) dank above) Of LB 111 v 20H FLAT eor sr I 196 RUN=11.3431 ° § 1` ^ C @ O< m 20H 2x6 "L"config 4x6 2-2x6 flat for mid wind ; T- - 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE- W Q M _P "'� 21H 2xIO 'L'config 2-2x8 4x8 ,:a.,. ... n m w N W t` _® ® D U ` ° Q • • , t8•X18"STONE i, o. — 0- a_ �•',• COLUMN BUILDOUT Use min 6x10 appmx 8 5 long(continuous from 77M to comer;Hang on 77M with HUC At comer bear on two I I '_I Q Q . m I b m° sp. -_ I ', GENERAL NOTES ° zU. ©- mo 22H studs Connect studs and trimmers to this header with ABS and screws.typ. "♦ UU CD d Q coM E E m • 3''6' 1 1-0 Use min 6x10 approx 8 5 long(continuous between two 77Ms I Hang on each 77M with HUC Connect studs and .� f_9 0. II 20H TOP @ t1T w E ROOF TO DRAIN PIPE 23H •• w7S itee •7 n m ZOH TOP @ 16z^ — r - 4 trimmers to this header with A35 and screws.typ. 3 m a ro sGNTSIDtNGTYPEs Ayar�,��� C/ ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. < c _ 20H FLAT BOT@96' - a N W pFSIGN T.B.D. 24H 6x10 4x12 2 •CINAL 'J(/ 3 20H FLAT BOT @ es- it — — _ r 6/, —J rO U m • 25H Use min 6x10 or 4x12. Al BSW.extend over top of BSW and conned per that callout Mother end(North end). S-0• T-0• -T-1• _ ® 20H TOP @ 117' N..E o - use t trimmer and 2 king studs. � w� 74, ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. W 0 14 I? HALL — — I I �o N m 26H 2-2x10 4x10 3 5x75 glulam r VERIFY HEADER HEIGHTS WITH SUPER- ' ` 0'-6" I g -1♦ I '4'X 3'-10• 20H FLAT Bor @ ss• I 3 w N £I Beams t 0 r- 1 I I I. 3- 19SQFT GAtAj£EfJ s $E•4c r-2• r�_�r� ©-1 Q co FIREPLACE SIZE E E "@I c Default sawn material is Doug Fir No 2 or better 15 Fore_ �I'�LKT" L- ALL EXTERIOR WALLS ARE 2 x 6-16"O.C. STUDS, UNLESS NOTED w �- -0 20H TOP@lit AND DIMS.T.B.D. mtO _ £AA,S Y . OTHERWISE. SjHFLUECIARENGE FOR ,❖-•.•.•4 7 -"' 4 4 p m o Default glulam LVL PSL materials-see Standard Structural Specs herein.Default LSL is 1 5E.2 300 psi.min Fb -T ,DAJ(� Q LOWEB FlREPucE X§:§fet �/. % CO " ••in 20HFLAT Bor@96• o S-0- 1 =4 ;•••e❖�':- J I " - I; Default wall connection 3`rearing in pocket or on plate with inn 2 studs below W A/ INDENT IN FIREPLACE DESIGN FOR MOUNTED TV Book Case Area " ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED LL N Q lttorroM CARNET Guar IN FOR SYSTEMS BEARING WALL _1-}11'.I ZOH •_ BEARING WALL - .- o c Default end post connection LCE.ACE EPCZ. ECCO.or similar OTHERWISE. I m 1-011 r:r Z Q O 11'-2" T-10' ~ 4'-1 I / - 8'-7 1/2" S-6' Default corner post connection with mitered beams over LCE4.LCE4Z.or RTC44. ' Default mid-post connection LPCZ PCZ.CCQ or similar. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER0 Q 1 / - 2 Default beam to beam connection-HU,HUC HUCO or similar DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR I— V J < z U LOCATIONS. "� D_ C•nneeror;think use 4 m 20H TOP @ nr 4 (*about 'Alin.,use Alt 1 mM,,use Alt 2 min..use '-votes W default,above; LU it: b a io Q N " 20H FLAT GOT @ 9s• •° MSTR CLOSET 2 30B 3 5x12 glulam 5Sx10.5 glulam 5 5x12 glulam FRAMING NOTES -J v CO r 318 4x6 U W CD ❑ 121 I/8•CEIUNG 32B 4x6 REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. Q CARPETFL Q Z rat) ---I 1 40B 5 5x18 glulam 3 5x22 6 glulam in MASTER BDRM 4t8 75xtta LVL NOTE:VERIFY ALL HEADERSUPERVISOR COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF V ¢O HEIGHTS WITH X m 20H TOP @ 11r 22'-4" X 14'-9" �� G °�DOOR 42R 5 5x16 5 glulam 6 75x15glulam HGU HGUS or HGLN to 43B FOUNDATION/SLAB/JOISTS BLOCKOUTS. LI-I Ia ASS WALL 4 m,- 357 SQ FT -CURB-LESS SHOWER 438 5 5x15 PT glulam 5 5x16 5 PT glulam NOTE:CONSTRUCTION ANDAPP " + - 20H FLAT am @ sr MASTERTO COMPLY WITH ENERGY CREDITS TAKENEliZ L 7 El S< VAULTED CEILING 1■ 0 rusDESIGN te.o. SHOWER o 4 C 448 55x15PTglulam 55x165PTglulam F FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0r�/ m 3 PETS r-r x 4'-a- n �' `r tq ENERGY CREDIT is SCHEMATIC DESIGN ONLY, MANUFACTURER SHALL PROVIDE AND SUBMIT LI- < L 3 SB SQ F-r a Posts EFFICIENT BUILDING ENVELOPE ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 77M) Default material is Doug Fir Ho 2 or better -WINDOWS:U=0.28 0 b C _ • _ -FLOOR:=R-38 INSULATION PRIOR TO THE FABRICATION AND INSTALLATION. Z U " e r Default bottom connection on plain:2 FC or 2.A34 with screws or 4 15d face nails -SLAB ON GRADE-R-10 ENTIRE SLAB `�I a E m 10 3 1 N,,,(iefAtt Default bottom connection on beam:2.FC or 2.A34 welt screws or PCZ ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED 1..1..1 m 20H roe@nr �i/ = wG ENR C2a 4.1..1 m m - L �'f�'�I 71 Default bottom connection on concrete PB.or AB,or ABU or ABW or CBSQ AIR LEAKAGE CONTROL&EFFICIENT HOURVENTILATION BY MANUFACTURER CO Q pQ `r 20H FLAT Bo7@96•I p STER S MSTR WC V„"� t.Gr -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR N BATH n L 25 So F t Alternate bottom connection on concrete:45 rebar or it all-thread epoxy 6"min into post butt and 6'min embed in WHOLE HOUSE FAN PER SECTION M1507.3 3 - 7 " 10' 1'X 6'6" 6020 SKYLIGHT v 121 t a CEILING conc Conc embed may be wet set or epoxy FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE o TILE FL 20H TOP@ 117" - 0 7 SQ FT Cabot \tu-,ase Alt 1 min.,use Alt?min..use coaaeerorid't+tarkuse Notes ENERGY CREDR3a AND NAIL W/RING SHANK 8d'S @ 6"EDGES& 12" IN THE FIELD. FACE 121 It CEILING OBSC.GLASS DOOR ^ `/I rr/ default.above; HIGH EFFICIENCY HVAC EQUIPMENT GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 64 20H HOT @ 9s• 5 20H @ n 7- 20H @ 11r - TILE FL / 1 -GAS FIRED,PROPANE,OR OIL FIRED BOILER _ 1D ?OP 2-Del 4x4 WfTH MINIMUM AFUE OR 94% OSB OR EQUAL. FULL M. �� 4 /i 71P 3-Dui 2-2x6 4x6 a� W364016 PIC W35 4016 PIC W344016 PIC LINEN l ° J = ° ' ENERGY CREDR5c PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST oi30 m 72P 3-2x6 6x6 4-2x4 EFFICIENT WATER HEATING u q W374066SH I I I CABINET 21H @n4• N 21H @n4-}; GMFIRE,PROPANE,WITH MINIMUM EF0F91%. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z o°are - ' 11 .-7S 4'-0' 3'-0• 4'- 3'-0' 4'-r 2'-P 73P isee mail calloutst 1 ( u m W o t I 1_ k. FLOOR HOEDOWN LOCATIONS. LT, W33 4016 PIC OBSC W32 4016 PIC OBSC �3•-61/7—•- Q iiottiia ) 41-0• I I 4'-0 1/7 I 4'-11• PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 'Tani r<1n a� LOCATIONS WHERE THERE ISALOADBEARINGWALLABOVE. Ji�x� 8'7 .--.r•6%-• 22,-8. 14'-r 5743" ^ F W i6 W gy-0• ALL CONNECTIONS TO BE SIMPSON OR EQUAL. L.L �pwa� ',Sooto !lag `/ j LIVING AREA INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CL "51=o 2065 SQ FT CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM O gg�l "`��� d CONNECTIONS. 1341 O BEng �a UO azwoo J , _ <wom4 woozo a PLAN AREAS 9`_ WINDOW FLASHING INSTALLATION TYPICAL HEADER FRAMING Z oU=-� W0=au OODU circiPzz 88 STEP # 3 STEP # 2 STEP # 1 HEADER LESS THAN 5' HEADER MORE THAN 5' WINDOW W/ 6" POST WINDOW W/ 3" POST 1 MAIN FLOOR 2,064 SQ.FT. Q d-„ o 4002 BASEMENT 1 ,569 SQ.FT oow° . :2 =eIL =ce t Minimum I ■I I■I I■ I I■ I TOTAL LNINGAREA: 3,633 SQ.FT. � ■ GARAGE 920 SQ.FT. OWNER APPROVAL HEADER LESS THAN 5' HEADER YORE THAN 5 .� CONCEAL - GE ENTRY 73 SQ.FT. INITIAL: HANGER EA.�� PAGE#: STEP A- rel (t) GNcsTuow .' (z)Ivic- r `—IL HOUSE WRAP �I I TOPPLA Q FROUTQPPLA BOUOMP TE BOTTOM (1)T161tMER COVERED DECK 67 SQ.FT° STEPB- � � (1)TRIMMER (1)TRIMMER )KING ST11D5 1C7111.11T)opKINpGLASTZTID0S11' INSTALL TYVEK TAPE • A5 STEPA-40 OMP ATE OPEN DECK 231 SQ.FT —INSTALLTYVEKAPRON BELOW WINDOW SILL COVERED PATIO 254 SQ.FT. PA I� ■I I ■I I �■0 UI I. PIGE. STEP B- INSTALL VYCORACROSS WINDOW SILL J OPEN PERVIOUS PATIO 219 SQ.FT STEP C- t t t t f f t f 10 of 19 STEP A-INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS STORAGE / UTILITY 259 SQ.FT. GENERAL NOTES DES'GN-,- 1 , 2 _ J. STERLING A7 • A7 A7 4(Al) 4 \ - t�• ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 98'�' J Al DRAFTED 8Y: o $• ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. • N 14-0 19'$' - --1'-3' �� 1-3" J. STERLING a ra• T_ I VERIFY HEADER HEIGHTS WITH SUPER. SCALE ® _ L _ I Er__ -I._ . (r:- _ ALL EXTERIOR WALLS ARE 2 x 6-16"O.C.STUDS,UNLESS NOTED 1�4n = 1, U.N•O• ^, ♦ - 1qn B - PLATE 144" �/ ---- OTHERWISE.117/8'RIM JOIST RAFTER RAKE N ♦ •ro e , • 5ALL INTERIOR WALLS ARE 2 x 4-16"O.C.STUDS,UNLESS NOTED DAT3 9 g C5D .� m CA7 OTHERWISE. 05-14-2020 1 `7 A7 (� 2 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER A7 Im 1:12♦ A7 A7 ROOF FOAM BUILDUP TO SLOPE A7 • m are °' F TO PARAPET WALL SCUPPER H- • DISPENSERS,MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR us — Si I LOCATIONS. w a 6i� fws " "sS�d 11� II tl1ii—Yiit m N N N N m ,.�. S �. � _ ; ♦ ♦ PLAY�ELr ♦ Al 6- z FRAMING NOTES Y►ifjwisi _ �` 1'12♦ i31BCV a isi N N ♦ / 1 \U IF ate .—_ / '" • REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. „- V _ � g• tcfr 15-, 12• `- ` rt COORDINATE W/MECH.&ELEC. FOR LOCATIONS&SIZES OF d°m t go o o > FOUNDATION/SLAB/JOISTS BLOCKOUTS. \A7 / 11 7/8"BCI 6000 1.8"I"JOISTS RAFTERS t' Id MANUFACTURED TRUSSES 24"O.C. - �l a; / ''•= 24^O.C.-STANDING SEAM ROOF - �' - I-B ROOF ,�, FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0) r / I ® 1:12♦ 11 RD ROOF DIAPHRAGM TYP. u I 11 RD ROOF DIAPHRAGM TYP MANUFACTURED TRUSSES 24'O.C. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT Q R38 HD INSULATION 31B R-49 INSULATION. § 110 STANDING SEAM METAL ROOF / ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL i= - t N 11 RD ROOF DIAPHRAGM TYP. fn g 4 PRIOR TO THE FABRICATION AND INSTALLATION. W 6r PLATE @ 132" I I Oa (1) I N B . , ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED - CI 2 /GLASS 0 ( fcie I I - 15-6' BY MANUFACTURER 1:12 t lit 1 FLOOR SHEATHING TO BE 3/4 CDX OR OSB STURDI-FLOOR T&G,GLUE .t r41,1_, AND NAIL W/RING SHANK 8d's @ 6"EDGES&12"IN THE FIELD. FACE jr3 A A7 (.fi1/4 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" ,?2- A' ; N N (78P _ OSB OR EQUAL. 1'.3" �'-0" - - - N N <o § N N N N a- .- a- PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST '�� / r ir- a- LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO /�I� / / 1:12 o m FLOOR HOEDOWN LOCATIONS. �, �� t/"/i/�Il 5117x12 DECORATIVE OLB-17mOSED _ - �A7� Al PROVIDE BLOCKING BETWEEN WOISTS AT INTERIOR BEARING 9•-0• _ ♦ ��trz" ta•-412' s-1r I - T-0• 5•-0" * 0. I J LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. E ♦ -IP1 ` m II t.-0. 4 PLAH ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 92 1:12♦ 0ui m�II 32BI "' -_ aEEARRIN3C PLA • @132" N • L� INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE (1/) (Ij' h 5 I axa cEILmG BEAMS I j— 'O� ° 7 7 PLATE 1�" CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM ® a tell I Bar'mn �A7� J O 1Y HEEL i CONNECTIONS. OP II ,o di ,�,¢12 . lb 'o,, 11 7/8"RIM JOIST RAFTER @ RAKE (7TM •,`A7 ° I 6 STANDARD TOP CONNECTORS E U re 1:12♦ 6'412" -I- T-0 I a °'�-�•,1 r t,�. A7� zaa 13 12.-0 t�•.2� 0 Zio 6 0 0 0cc2 Ls .r ♦1:12 ♦1:12 I = , :, �„i A7 r U 2s o - _ - _ - _ c N 2 op 3 § -® ,- aH °E1 .01� . Headers Q p 'yam c 1.12 306 2 a�o,_i r g• _p Default • header material is Doug Fir No.2 or better tj 1W-•' —v -i Z .N Q 2 •° . x 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration �1_' 0 2) ot _ g-11 7/8"BCI 6000 1.8"I"JOISTS RAFTERSuo —I. m F L•. Default Trimmer use 1 2x stud or Simpson LUC hanger each end ,�l ' HGA10 " m u) 01 n a m 11 7/8"BCI 6000 1.8"I"JOISTS RAFTERS d ro W ,a m 3rl Z M LU N- C a 24"O.C.-STANDING SEAM ROOF m m I I'_ Default King Stud,opening Sleet wide and less use 1 full height stud each end(pate to plate i ld 24"O.C.-STANDING SEAM ROOF I �', 11 RD ROOF DIAPHRAGM TYP. 1.etX D' t 1 Default KingStud opening wider than 6-feet use 2 full studs each end(pa a to a e I W C M 11 RD ROOF DIAPHRAGM TYP. tr' °. pe 9heightp eo O "" R38 HD INSULATION —w _ . ° , ?4 ` p m 0 ill N itnn !� - R38 HD INSULATION -0 r Trimmer,each ead King Stud,each . J Q Z i S a g !■ • _�� Callow Mm.use Alt 1 mu.use Alt 2 min..use (if blank use default end(d blank use Q Z O 52• 1:12 o d — above) defend above -------1-‘'--___-----l `�� �� 5 d Q a, M I a,r ` I-� ^ 77M (��I �ROOFTO DRAIN PIPE 20H 2x6 'L"corthg 4x6 2-2x6 flat for mid wind _ }`i ag I o t /1 - I TO SPLIT SIDING TYPES 2IH 2x10 "L'config 2-2x8 4x8 ' _ ��J DESIGN IBM. 2 tl /rn/tl 22H Use min 6x10 apprax 8 5'long(continuous from 7TM to comet l Hang on 77M with HUC At comer bear on two 6 $ t studs Connect studs and trimmers to this header wlth A35 and screws.typ I ' I Al} I GI CAly :,2♦ I ^� +1:12 ♦,:12, 23H Use min 6x10 approx 8 5'long(continuous between two 77Ms}Hang an each 77M with HUC.Connect studs and ��C� W 4. _. tnmmers to this header with A35 and screws typ ♦/1_ O� ♦ _ -_ - I. _ II = ♦ 77M a 24H 6x10 4x12 2 v/ TI e- II Al 25H Use min 6x10or4x12 At8SW extend over top of8SW and connect per that calico( At other end(Northendl. O HURRICANE TIE @ EXPOSED BEAM z 11 7/8"RIM JOIST RAFTER @ RAKE i g I I m 11 7/8"RIM JOIST RAFTER @ RAKE v • ll use 1 trimmer and 2 king studs w or -- - -- I I - ' I ram- 25H 2-2x10 4x10 3 5x7 5 glulam Q I— w I- �' BFARIs'a WALL } 0_ I I BEARI WALL f�IIIrO I — — — L _ — Beams �l 1 m I Z 0 O 71-Y 1 - 4't 12" g-7 1^=�i�111 �n�.11� Default sawn material is Doug Fir No 2 or better .�O PLATE @ 1.1 1/8" Default glulam L1/L.PSI.materials-see Standard Structural Specs herein.Default LSL is t 5E.2.300 psi.min Fb n Q - A7 I I. II I 11 Default wall connection 3'bearing in pocket or on pate with min 2 studs below Z ,,/, \ \ Default end post connection LCE ACE.EPCZ ECCQ.or similar LLI 2 2 N EP o N 2 N 5 Default corner post connection with mitered beams over LCE4.LCE4Z or RTC44 O O W < N A7 A7 ( A7 Default mid-post connection LPCZ PCZ CCQ o similar O J(A72 v / .. g1�16 U LUG II Default beam[o beam connectlaf HU RUC.HUCQ or simlar I YN Coaaeetor(dblmtuse Notes © li 11 7/8"BCI 6000 1.8"M JOISTS RAFTERS + co fallout Min.,use Alt 1 tun.,use Alt 2 tun.,use defer above Q _ D 300 3.5x12 glulam 5 5x10 5 glulam 5 5x12 glulam �d \ ' w i U @ 24"O.C.-STANDING SEAM ROOF - - 1-- re uJ W 11 RD ROOF DIAPHRAGM TYP. w 31B 4x6 S • Lj R38 HD SPRAY-FOAM INSULATION J to Q32B 4x6 m a 1.11 K 9' 40B 5 5x18 glulam 3 5x22 5 glulam F. 20716N 0 O z C MANUFACTURED TRUSSES 24"O.C. o G© CC �l t~Ia Po STANDING SEAM METAL ROOF w 41B 1 75x11.8 LVL fi 0 O 11 RD ROOF DIAPHRAGM TYP. 0 42B 5 5x16.5 gluiam 6 75x15 glulam HGU HGUS.or HGLN to 43B N R-49 INSULATION. - a 436 IL PT glulam 5 5x16 5 PT glulam t 1 N 4 I -.0 44E1 55x15PTglulam 5 5x16 5 PT glulam H2•5A CD NI- - - N - m W GIRDER TRUSS � o Pam, CO re CC OB HURRICANE TIE @ TRUSSES N L. -- •L I- SW/LIGHTI- Default material is Doug Fir No 2 or bener IV Q w _ Default bottom connection on plate:2 FC or 2 A34 with screws or 4 16d face nails 0 a. Default bottom connection on beam:2 FC or 2.A34 with screws or PCZ. /1 PLATE @ 1351/4' N GIRDER TRUSS N IMI 13JIn hl N Default bottom connection on concrete PB or AB.or ABU or ABW or CBSQ GA "a '' Alternate bottom connection on concrete:x5 rebar or 5'8-all-thread.epoxy 6'min into post butt.and 6`min embed in z i M a 121 1/8" cant Conc embed maybe wet set or epoxy +'ie w j 'r • _i 0 7.7 �• 24"HEEL Csaaenor(if blank use -�Lt t �j, °S� _ _ �t Tj \\ U I Cagan Nlti.,use ah 1 mirk.,use Alt 2 RS,use t 3 N B delimit.abort; Notes f t Y - 25",�� - -- � 1 TOP 2-2x4 Su-1 ' / u'wozw � /'� L1'4 3 \ I �L 71P 3-ad 2-2x5 4x6 ` �� CI_ 3Ki� 14tr 7� 3-2x6 6x6 1-2x41:09, .a-o B'-6" (A7� 2r-8" ,•-3"� _ V V-6 73P (see main tenants) W~ w 1or� �wQ0 1 6 NOTES: l Lp ks/� Z y' _z C7) 1/4) -2 X 12 METAL WRAPPED FASCIA w W o r" - ENCLOSED SOFFIT (VENTED) PEP 6.1. t144€6R's 5E"4c go - OVERHANG AS NOTED zrifi l5 Fe2 �1TEGL�+Trt oog86 UPPERIEVEL WALS AND ROOF FRAMING ' T6"M,s 014Llt . CC 2 .1°Lg - ROOF DIAPHRAGM 11RD, TYP. Mat . - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. PLAN AREAS V' __ <. LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. LL og i -ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON THIS PLAN. MAIN FLOOR 2,064 SQ.FT. 0 1�,=o gag 11 RD Roof Diaphragm BASEMENT 1,569 SQ.FT. 0 .§52 Shear Capacity: Good for Eh=_230 plf-seismic;Eh=322 pit- wind.Maxaspect ratio = =:1 /1/ s eC * Framing:Trmses or rafters:2x at 24'OC,max- TOTAL LIVING AREA: 3,633 SQ.FT. 1••` * Fram'g Connection at Support: - Where connected to shear wail, connect per shear wall callkut-top of wall GARAGE 920 SQ.FT. OWNER APPROVAL - Where trusses or rafters connect to beam,use II2.=, or A34 With screws,or Sitmilar,hp. - At ledger, connect per ledger callout ENTRY 73 SQ.FT. INITIAL: * Sheathing: 7.16 min, OSB or CDX plywood - PAGE#: * Sheathing Layout Case 1 per IBC2306.2.(1) COVERED DECK 67 SQ.FT. * Nailing:Use Sd at 6" edges: 12"field * Blocking:Not required except at supports and at connections to shear walls below. OPEN DECK 231 SQ.FT. A COVERED PATIO 254 SQ.FT. PAGE: OPEN PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. 11 of GENERAL NOTES J. STERLING ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. L RD ROOF DIAPHRAGM DRAFTED B` o * SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1 . ALL HEADER MATERIAL TOBE4x1OD.F.#2 U.N.O. J. STERLING c, * FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OC, MAX. VERIFY HEADER HEIGHTS WITH SUPER. 3 T * FRAMING CONNECTION AT SUPPORT: ALL EXTERIOR WALLS ARE 2x6-16"O.C. STUDS, UNLESS NOTED • - WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT. OTHERWISE. 1/4" = 1' U.N.O. t - WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. OTHERWISE.ALL IRWALLSARE2x4- 16"O.C.STUDS, UNLESSNOTED W - AT LEDGER, CONNECT PER 30L. 05-14-2020 a PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER * SHEATHING: 7/16" MIN., OSB OR CDX PLYWOOD. DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. * SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1 ) FRAMING NOTES * NAILING: USE 8D AT 6" EDGES, 12" FIELD. * BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. REFER TO SHEETA4FORFOUNDATIONNOTESANDDETAILS. COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. BC! CD RAFTER 24.O.C. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 12 STANDING SEAM METAL ROOF AIR BAFFLE W/1"GAP SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT L. Z - • STANDING SEAM METAL ROOF ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0 STANDING SEAM METAL ROOF VENTILATION NOTCH R-38 HD INSULATION 1 / 12 7/16"SHEATHING PRIOR TO THE FABRICATION AND INSTALLATION. /7116'SHEATHING 7/16"SHEATHING BC!RAFTER AIR BAFFLE W/1'GAP L AIR BAFFLE W/1"GAP 1 1 ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED o VENTED BLOCK VENTED BLOCK BY MANUFACTURER in BCI RAFTER 24"O.C. METAL FLASH CAP ON 2 x io 11 7/8•RIM ALUM.DRIP EDGE 1, METAL FLASH CAP ON i— 2 X 12 FASCIA BUILDUP IllounooxE_II v AT _ FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE 2 X 12 FASCIA BUILDUP --�.�, 2 X 10 GUTTER AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE Vt AL �� 2 X NAILER 0 P VENT TAIL METAL FLASH CAP ON GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" VENTED • BLOCK 2 X 12 FASCIA BUILDUP ENCLOSEDSTRISOFFI7 OSB OR EQUAL. '1-3 _ 518'SHEETROCK STRIP VENT � t1 3" 5/8"SHEETROCK STRIP VENT PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 4 C OVERHANG VARIES / ' 1/2"SHEETROCK 3/4"WEB STIFFNER 6 ENCLOSED SOFFIT ' R (REFERENCE PLAN) 2 X 6 WALL - ENCLOSED SOFFIT LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO h 1 -3 5/8"SHEETROCK BUILT UP I R-38 HD INSULATION FLOOR HOEDOWN LOCATIONS. 3/4"WEB STIFFNER ► R-21 INSULATION 'E 1'-3" i RAKE WALL 1/2'SHEETROCKCti U OVERHANG VARIES R-38 HD INSULATION �I PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING Lin(REFERENCE PLAN) 2 X 6 WALL LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. simmi 1/2"SHEETROCK R-21 INSULATION 2 X 6 WALL R-21 INSULATION III �c ALL CONNECTIONS TO BE SIMPSON OR EQUAL. q W INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 11 ROOF EAVE DETAIL @ "I" JOIST RAFTER K�� ROOF EAVE DETAIL @ "I" JOIST RAFTER 63) ROOF EAVE DETAIL @ "I" JOIST RAFTER CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM SCALE:1/2"=1' , SCALE:1/2=1' SCALE:1/2'= 1' CONNECTIONS. LT STANDARD TOP CONNECTORS E 0 w N 2 -STANDING SEAM METAL ROOF w �7/16"SHEATHING 12 01 CO c HEEL VARIES MANUF.TRUSS - 2 X 4 STANDING SEAM METAL ROOF • Q O 1 OUTLOOKER STANDING SEAM METAL ROOF -� p> 7/16"SHEATHING ` METAL FLASH CAP ON 1111111,1 t AIR BAFFLE 7/16'SHEATHING LL (n � 0 2 X 10W/1'GAP DROPPED ENDAIR BAFFLE WI 1'GAP12 H GA10 Z M 1-2 X 12 FASCIA I GABLE TRUSS n 1� c _�' OUTLOOKER MANU.TRUSS ec X � MANUF.TRUSS R-49 INSULATION 1 W O Q STRIP VENT VENTED BLOCK R.49 INSULATION J m (� LL �3?ENCLOSED SOFFIT �I .� —_- 12'HEEL ALUM.DRIP EDGE I �� Z W 3 1'-3" IIIIIIIRIP2MVX2E1AXN2LTFFALAISLCESIRAH CON � 8 m d Q 0. M 3BUILDUP _12X10 I GUTTER B _ •-- NTAILMETAL FLASH CAP ON " s� U►'�'_r. IIII---I 2 X 12 FASCIA2 31�2 - \ _ /R�9INSULATION � ENCLOSED SOFFIT VENTED BLOCK STRIP VENT �y%CC LtC 5l8"SHEETROCK 5/8"SHEETROCK 2 X NAILER 5/8"SHEETROCK 1 �,-3" ENCLOSED SOFFIT 1l2"SHEETROCK 1/2•SHEETROCK OVERHANG VARIES 1/2"SHEETROCK C..) 2 X6 WALL 2 X 6 WALL r(�EFERENCE PLAN) 2 X 6 WALL R-21 INSULATION OA HURRICANE TIE @ EXPOSED BEAM J w R-21 INSULATION I I 'I'-3" — O L �N/ n r Q L.L I 2 X 10 TRUSS TAIL DETAIL ROOF EAVE DETAIL @ TRUSS RAKE /� TYPICAL EAVE DETAIL 13/a Z_ t j SCALE: 1/2=1' 52 SCALE:1/2=1' V SCALE: 1/2"= 1' �` I— E 0 " 0 0 LLI 0 J w Q N _ 313/16 row, 0 D LIJ Cp 12 MEMBRANE TO CONTINUE MEMBRANE TO CONTINUE i' I— I..L �x OVER TOP OF PARAPET WATERPROOF 12 12 WATERPROOF /OVER TOP OF PARAPET I MEMBRANE ROOF - MEMBRANE ROOF 6" 1 METAL CAP / 1/4 METAL CAP (n STANDING SEAM METAL ROOF 7/16"SHEATHING + 1/4 7/16'SHEATHING\ ®p LU 7/16'SHEATHING SIMPSON PARAPET WALL TOP r AIR BAFFLE WI 1"GAP AIR BAFFLE W/1"GAP PARAPET WALL TOP(§ �' Z HURRICANE TIE HANGER 24"ABOVE 132"PLATE ti I FOAM BUILDUP FOR DRAIN SLOPE FOAM BUILDUP FOR DRAIN SLOPE 24"ABOVE 132"PLATE 23/16 6 0 O WHERE NEEDED I WHERE NEEDED 0 i 2 _ 0 _ _ , t - p B 0 METAL FLASH CAP ON II RAFTER ���II N ' I N 4, H2"5A 0 2 X 12 FASCIA I� —�_= 4) j 12'HEEL M STRIP VENT 1= CO OB HURRICANE TIE @ TRUSSES �+••, N ENCLOSED SOFFIT 17 MANUFACTURED TRUSSES MANUFACTURED TRUSSES„ — @ @24"O.C. @24'O.C. �111,I II �, , 5/8'SHEETROCK 5/8"SHEETROCK> 5 1!2"X 12"GLB SIMPSON R5-49 INSULATION R-49 INSULATION/ TOP@t15' II. ( CONNECTOR R-21INSULATION R-21INSULATION-0- GAR* _> -EXPOSED EXT SIDING 1/2'SHEETROCK 1/2•SHEETROCK— NEXT.SIDING Of W'� J woo ioaa 18 X 18 CULTURED STONE (i 21 X 6 WALL 2 X 6 WALL �1' ,�k - � i3w BUILT-OUT PILLAR WI �II��II v'��1; I 3 6 X 6 CENTER alH JE1 \ 7-(-1 a!' LLI =woow I7 1 TYPICAL EAVE DETAIL @ RAFTER ON DECK C8) TRUSS @ PARAPET DETAIL \ TRUSS @ PARAPET DETAIL iein Q =y{w� SCALE: 1/2°=1' SCALE:1/2= 1' �� SCALE:1/2= 1' � ,,, o=6�' S7�/Zo f 11 Li);ono v co,.z o - ses V74'Zo rol Z w ELLAimEER'S SErIL. — "on o w FOGER-ROOF QPHRAGM ¢z r ¢o ENGINEERS l� � UI IS � ..�`�.�+�' L � MI LEDGER CONNECTION:WHERE A LEDGER IS CALLED FOR BELOW, IF CONNECTING T q�H if / MARK TO RIM OR HEADER,USE SDS,OR LEDGERLOK AT MAX 12"OC,STAGGERED.IF Trams b1.1 L ' . w� N WT 6 X 11 W(2)5/8"DIA. 1 CONNECTING TO STUDS.USE 2,SDS OR LEDGERLOK PER STUD. _-w_° BOLTS THROUGH STUDS IIIIIII! SHEAR PWALL LAN L -LENGTH OF SDS OR LEDGERLOK=FULL DEPTH PENETRATION INTO RIM,OR 2.5" PLAN AREAS w°"( 2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. PER PLAN 80MIN EMBEDMENT INTO SOLID FRAMING. Hai d'k CLEVIS W/7/8"PIN. wnI ROOF DIAPHRAGM EDGE NAILED TO BLOCK. -MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE=2".MIN EDGE U. g F emu, ,, NAIL BLOCK TO BLOCKING BEHIND SHEATHING SCREW OR RING SHANK SCREW OR RING SHANK iw"oo DISTANCE TO TOP OR BOTTOM OF LEDGER=2" a m._LL II ��, WI 16d©6"O.C.STAGGERED PER CALLOUT ipr PER CALLOUT i MAIN FLOOR 2064 SQ.FT.FRAMING CONNECTION TO WALL,GENERAL:USE ANY OF THE FOLLOWING, , rF `a o5/8"DIA.ROD W/ 5.5 x 5.5 GLB 1TURN BUCKLE / I' 12 \ LOWER ROOF WHICHEVER IS APPLICABLE. - F2817/16'WALL SHEATHING PITCH I� 2X4BLOCKING CONTINUOUS ipq� RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER,MIN HEIGHT TO MATCH BASEMENT 1 ,569 SQ.FT. 0 pw 4 7/16•SHEATHING , o o m a r VARIES rau BEHIND TOP CHORD OF TRUSS �� PER CALLOUT RAFTERS.APPLY LEDGER OVER WALL SHEATHING.USE HANGERS TO HANG o s CLEVIS W/7/8"PIN. / I��IIIII NAIL TO STUDS W/ 2 1 LEDGER RAFTERS ON LEDGER. -- L`g z ROOFING PER PLAN O II 11 qq 0 WT 6 X 11 W(2) 12 I�i ' 3x2x1/4 or U CHANNEL / I ,al TOP CHORD OF TRUSS OR MIN.HEIGHT -PARALLEL RAFTER OR TRUSS TOP CHORD:LEDGER MAY BE TOP CHORD OF TOTAL LIVING AREA: $ GJJ SQ.FT. WT DIA.BOLT 1/4" I1� • •CT AS REAR GUTTER. TO MATCH RAFTERS.LEDGER LOK OR TRUSS OR LAST RAFTER OR SIMILAR.LEDGER TO BE PLACED OVER WALL5/8" THROUGH HSS 6x4x1/4 �� GLASS ROOF 1II11' MANUF.TRUSS 2 X 6 BLOCKING CONTINUOUS SIMPSON SHEAR WALL SDS LAGS PER CALLOUT 64L. SHEATHING. 5/8•LIP FRAM r� "� ALUM.DRIP EDGE FOR HANGER. HANGER PER PLAN -MONO TRUSS TOP CHORD PERPENDICULAR:USE CONTINUOUS ZX BLOCKING GARAGE 92O SQ.FT. OWNER APPROVAL FOR GLASS j/i� - FOR SLOPED TRUSS „ NAIL TO STUDS W/ 3 16d. BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D©6"OC TO �I .�_Ih�7I� 9x5/8"DIA.BOLTS USED SLOPED HANGER LU26 OR LUS26 O LEDGER PER CALLOUT SOLID WOOD BACKING(CONTINUOUS RIM,PLATE,LEDGER,OR BLOCKING.) NAIL WALL SHEATHING TO brit THROUGH BLOCKING SHEARWALL PER PLAN jiABLOCKING WI 8d 4.O.C. -MONO TRUSS BOTTOM CHORD PERPENDICULAR: ENTRY 73 SQ.FT. INITIAL: HSS 6x2x1/4 HSS 6x2x1/ SHEATHING -ALTERNATE 1:HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL HSS 6x4x1 ' HSS 3x2x1/' 1 2X6 BLOCKING SHEATHING TO SOLID WOOD BACKING(RIM,PLATE,LEDGER,OR BLOCKING.) PAGE#: 2X8 LEDGER :ETOLT L STUDS -ALTERNATE 2:USE MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. COVERED DECK 67 SQ.FT. AT BOLT LOCATIONS MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION PARALLEL CONDITION LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH MIN.,3-16D 24*MAX SPACING. 5'-0" ),I * ROOF DIAPHRAGM:CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING OPEN DECK 231 SQ.FT. A7 GLASS AWNING OVERHANG DETAIL LOWER ROOF CONNECTION TO SHEAR WALL SHANK OR SCREWS AT 3"OC. 0 COVERED PATIO 254 SQ.FT. SCALE: 1/2=1' / SCALE: 1/2=1' PAGE: OPEN PERVIOUS PATIO 219 SQ.FT. STORAGE / UTILITY 259 SQ.FT. 2 Of 9 BUILDING SECTION DETAILS J. STERLING r x 0 zI z _ 1 CHIMNEY WITH METAL CAP c wg - - 1 J. STERLING r-- '°m R 3 m ', I M. METAL CAP AT PARAPET WALL, PROVIDE POSITIVE - m I 4, 6 ' ; 4B" Ern �I �� r I' I` r MI_ 6 15 2 OVERLAP AT I-B WATERPROOF MEMBRANE ROOFING OVER 1/4" = 1 U.N.O. z F NOTE:VERIFY ALL HEADER 12 - _ _ _ _ _ _f1� ROOF STRUCTURE P ga> HEIGHTS WITH SUPERVISOR 1 7 ( ' 0 " a " '_' ■'�I STANDING SEAM METAL ROOFING W cc KFp - z W O O GREAT ROOM N.WALL r I r 3 a d m UPPER W��W H 46 I 05-14-2020 �� 6 5 = ■ _ 1- _I 1 I r MANUFACTURED TRUSSES W/- R 49 INS. MAIN FL. A ] _ 4 5B)/8"11 7/8 ROOF SYSTEM PER STRUCTURAL W/R-38 HD INS. SHEETROCK CEILING FINISH ST PLATE HT. r = ____ j 1 1 I w GREAT ROOM P1.WALL 5 CONTINUER T ALUM OINUM GLLECT TTED DOWNSPOUT ^ LOWER WINDOW HEADERS i v.. 57 R Z -a m I I I " 2X12 METAL WRAPPED FASCIA, VENTED SOFFIT ORCD MASTER BEDROOM 1 IVING KITCHEN = 6 (B) NO VENTING AT SPRAY FOAM INSULATION CONDITION. $ ._ ; ill it = z Sea O = d 9 ce is._ 7 VERIFY SOFFIT FINISH, (B) R-38 INSULATION IN FLOORS A 1 Q s WITH NO CRAWLSPACE CONDITION W - p _ • z = II I 11 7/8" FLOOR SYSTEM PER STRUCTURALcia CID CD 2 A _ IIII I 1111 /� J_ 8 R-30 INSULATION OVER UNCONDITIONED SPACE 12 5/8"FLOOR SYSTEM g ' OPTIONAL OVER CONDITIONED SPACE PLATE HT. -4, Ill Iiiuu.1l�1l01I0II0I�II�411�a11 11 I iiN_ !I_,!I_¢!I_ II_:Il-nN_:i_ l—n�l_'II_?�I_'ill— __i _:-::,:__._:_:::.: _ SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 y INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, ; rw.wnnoowlFwDERs I 1/2" GWB INTERIOR FINISH ° wCO I I I I I I I IIMMMIIMMMEM to 0 maNi 1 O WITH NATGLU-LAM URALIFINISH. ) DRYWA PER PLAN AND LL FINISH R L. EXPOSED 2 'a - = BEDROOM #27Li .. 1 I IVING EXERCISE ROOM BEDROOM #1 s }+ 6 ____ ! 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2" GWB FINISH, _. o m 11 _1 11 FUR OUT EXTERIOR BASEMENT WALLS PER 1/A3Can i-,3 u_ �1 1FL tii _i, 2X12 P.T. DECK FRAMING PER STRUCTURAL,COMPOSITE LL CO 2°J 12 DECKING,2X12 FASCIA, SKIP SHEATHING FINISH AT cd Nr m 14 UNDERSIDE a •• .. _ _ �C •. •. - - A a • a a - C a . ' -- -L_.— _ _.. _ _ _ 36"CABLE RAILING g V to 13 N (-42 lc NI- 0 a In 0 - 4"SLAB-R-10 INSULATION AT CONDITIONED SPACE >C O ?J ? ° 14 0 ° co Li- I� U) N7 6 mwmZ OD H a 15 w oo M p °03U iu RIZ = 2d1 m a < a., co 16 . BUILDING SECTION 1 W 5 U co Zw un l "at�Qufl�^-41 [� A' Z W lcuuit 0 7 v z CO Q _ °m A3 W W Q N • 12 I J I U CON ° t1 6b H II a I z z 1_ NOTE:VERIFYALL HEADER _ --- - --- - r J j HEIGHTS WITH SUPERVISOR 13 I ] _ 7 12 I—I— a gas L— 2 12 9 = - • 3 1 1 _ W GREAT ROOM N.WALL _ 2 _ J —' • _ -_ . . - - — _ ' W re o 1 � 1 R m K UPPER WINDOW HEADERS = 1n •i— - _ = 0 LLI — III I ( �,_ 5 6 0 QO 5B t _ 4 �—II1_Vo0* gill 7 MAIN FL. A 1 PLATE HT. ' = - r pI N GREAT ROOM N.WALL �\ I I /�. II Iif M M W LOWER WINDOW HEADERS l \ V \VII 1 1 1 W NI I 5. —z a _ :77. Li in ui z= _ • - = HALI PANTRY DINING CLOSET ENTRY STAIR —MASTFR MASTER BATHv. .4.1 UV L ... t_.. H Po o — - _ ' 13 f M = 0 Sri Z - _ - — I _ =JAI �_= �-- in 12 5/W FLOOR SYSTEM r T I � El PLATE HT. r• r r I i : A I I Ern-- A • 1_fl — 1 II - - .. - F� 8 � =o W F �j ^ btwwo _5 O �i CC — �/ ' 3azi TYP.WINDOW HEADERS v/ <1 $ a •W _ PLAN AREAS -- 0 rcLU oy��o_pq¢ r U'W6 Cfn 0. 5. ggh a e _ OFFICE 3/4 BATH CLOSET 1 IVING ,STORAGE/ MECH MAIN FLOOR 2,064 SQ.FT. 0e74 g b m BASEMENT 1 ,569 SQ.FT. dgrgs J 11 I 3,633 SQ.FT. <,1 _, TOTAL LIVING AREA: 4°° o= in w I tr, I / I oom< CO m _ 14 GARAGE 920 SQ.FT. � _ ' ENTRY 73 SQ.FT. �j OWNER APPROVAL ir? oz COVERED DECK 67 a SQ.FT. INITIAL: Zo OPEN DECK 231 SQ.FT. PAGE#: u) 6 COVERED PATIO 254 SQ.FT. OPEN PERVIOUS PATIO 219 SQ.FT. A8 PAGE: STORAGE / UTILITY 259 SQ.FT. -- BUILDING SECTION 2 13 of 1 BUILDING SECTION DETAILS J. STERLING r DRAFTED RV O Ti...: —I z CHIMNEY WITH METAL CAP N r...: w 9 12 12 1 J. STERLING T r... Om A 3 1 1 1 s 6 5 i. METAL CAP AT PARAPET WALL, PROVIDE POSITIVE v II _.� 516 2 OVERLAP AT I-B WATERPROOF MEMBRANE ROOFING OVER 1/4" = 1' U.N.O. 1 ,r 0 '_ ROOF STRUCTURE iiiiillillt =z F NOTE:VERIFY ALL HEADER — Z HEIGHTS WITH SUPERVISOR =_ �__ o W>j _ g; 1 STANDING SEAM METAL ROOFING II 0_010 =�� 05-14-2020 x G: O GREAT ROOM N.WALL I I 3 a G.m it UPPER WINDOW HEADERS 14 9 I 12 MANUFACTURED TRUSSES W/-R-49 INS. 1 (B)11 7/8 ROOF SYSTEM PER STRUCTURAL W/R-38 HD INS. MAIN FL. , I I 4 5B"SHEETROCK CEILING FINISH PLATE HT. F - 1:ani--- i - -- - i ' rt GREAT Roots N.WALL CONTINUOUS ALUMINUM GUTTERS, LOWER WINDOW HEADERS 9 Li i 55 (B)SCUPPER TO COLLECTOR AND DOWNSPOUT O a § W jJ litH 2X12 METAL WRAPPED FASCIA,VENTED SOFFIT OR xGRFAT ROOM FNTRY PORCH I_ II• 6 (B)NO VENTING AT SPRAY FOAM INSULATION CONDITION. ME 6 6 • b 1�1 VERIFY SOFFIT FINISH, (B)R-38 INSULATION IN FLOORS W ct -- —I— - —i MINNO I �__ Gv, ��IO� 7 WITH NO CRAWLSPACE CONDITION p x o •�I� i ® Ifi ri ®'�jabi.31 ID ZJI , �QleEEePSPACE STRUCTURAL.. L �,I a�� 8 CONDffIONED SPACENED SPACE o 2 518"FLOOR SYSTEM 1 PLATE HT. '• a - -- - - - -- ■ © 10 I� SIDING PER ELEVATION,2X6 WALL FRAMING, R-21 a CV i � 10 ����—_ / 9 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, o TTRW■IDOWHEADERS M �:; al1/2"GWBINTERIORFINISH J w C9p r 1 co EtGLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSEDii I i 1 0 WITH NATURAL FINISH. (B)DRYWALL FINISH ffi ak 65 a 9 Si I WING 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2" GWB FINISH, E11 FUR OUT EXTERIOR BASEMENT WALLS PER 1/A3 cc q L , i IIIU- Z 2X12 P.T. DECK FRAMING PER STRUCTURAL, COMPOSITE a in 010 �j aCO 2• N s7 = 14 12 DECKING,zx12 FASCIA,SKIP SHEATHING FINISH AT E UNDERSIDE c0i c 36"CABLE RAILING g U En L'2 13 N r` g 5 0o V 0a c 0 4"SLAB- R-10 INSULATION AT CONDITIONED SPACE 'C v co 14 0 cr) W r w Z cjw co 15 w oo r" 0 CO 0 ill N cq ° ZS11CO Cl- Q a.. M 16 - - BUILDING SECTION 3 W 5 (4.) (6 Zw Wb‘ ir) o z p o o m , 12 H Q 3 Z (� 6 :Mai 1 1 maaa3 w W z Q N =z F NOTE:VERIFYALL HEADER J - N F J< HEIGHTS WRH SUPERVISOR - �i © 6 • s -- -i U CO Ili _ © 6 W W 00 GRFAT ROOM N.WALL i�l _ 7 NOTE:VERIFY GARAGE INSULATION WITH CUSTOMER _ / Ca G7 a, UPPER WINDOW HEADERS _, e - 7 e o- o a t • U W i I LLI�� 10 ■ ■ ■ ■ 4 a Q i o- u = w MAIN FL. , / I I111 + ' O PLATE HT. GREAT ROOM N.WALL (•! Aa Ill 4 F LOWER WINDOW HEADERS �� II COZ 9 j /� \ \ �I I�1 r ��I ��I tz- W 00 a 0 Fa- § / \ - I of II �i i ' f\ ��— /\ am, N _� m \�, I�ITrHEN \ HALI J AUNDRY S�ARAC�F <` \. \. �. / it I IN o I Igelp rc ax iiKO 0 CO2 a iw:La ~o . 5/8"FLOORSYSTEM 12 u - - - - - - - - p� - 8 -- - - - - . ' €wFo PLATE HT. 4, v �i_ - wa 10 11.311 -� _ -• _6� „ " . U 3w io s a. m WA.WINDOW HEADERS - - =1 0€'o= c�W I S RAWI ,SPAC F thg3gguiE, EEd o CD 0in Li - - r ' PLAN AREAS C� a g= m - BEDROOM #1 fI OSET OFFICF - „wim1 I 111 Z di! o aI. MAIN FLOOR 2,064 SQ.FT. Q o1, t '_ m BASEMENT 1,569 SQ.FT s LL Z W W 14 -- TOTAL LIVING AREA: a■ • . 1 - ) 3,633 SQ.FT. ii- o OO m ___ wF m _ / GARAGE 920 SQ.FT = _ in /W~ ENTRY 73 SQ.FT. v g a 1 OWNER APPROVAL Z o COVERED DECK 67 SQ.FT. INITIAL: 6 OPEN DECK 231 SQ.FT. PAGE#: COVERED PATIO 254 SQ.FT. A9 OPEN PERVIOUS PATIO 219 SQ.FT. PAGE: STORAGE / UTILITY 259 SQ.FT. BUILDING SECTION 4 14 of 1 EXTERIOR DETAILS J. STERLING 111 x DRAFTED BY c all c7 CHIMNEY WITH METAL CAP N in g 0 1 J. STERLING ti J Om 4I is -- - METAL CAP AT PARAPET WALL,PROVIDE POSITIVE OVERLAP AT - v A, 2 WATERPROOF MEMBRANE ROOFING 1/4" = 1' U.N.O. =z 1._ NOTE:VERIFY ALL HEADER '' ".:. �., -.., . - ,'.. - - - - - ' F j-, HEIGHTS WITH SUPERVISOR 12 0 5LL5 W573646PIC W554046 PIC, 53 4046• - - - t:Ar4 ril:I* 474a50PIC ;;trnL(a7:. ;;LL2ev1m:. ;.aie.M::• 4 • I STANDING SEAM METAL ROOFING z 1 3 05-14-2020cc K O O GREAT ROOM N.WALL a 0-2O UPPER WINDOW HEADERS ____„ K S U 5 VERIFY SOFFIT FINISH, R-38 INSULATION IN FLOORS WITH MAIN FL. , - ��W404016 AWN W394016 FIX AWN W38 4016 AWN 4 4 NO CRAWLSPACE CONDITION PLATE HT. I - -- -- -_ - !! - --- _. - - -�— GREAT ROOM N.WALL r CONTINUOUS ALUMINUM GUTTER AT EAVE w LOWER WINDOW HEADERSU - - - - 5 (B)SCUPPER TO COLLECTOR AND DOWNSPOUT (9z -, coo N FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. - " 4CD in CD x "' -- 7 6 TMETALITIONS, PRIMED @ OUTSIDE CORNERS SPRUCE @INSIDE CORNERS, 'X' Z w x m - --- (7 g 14 — FIBER CEMENT 7"HORIZONTAL LAP SIDING o O1 - W5836405 W564040plc ___ -- (Dill 7 0 D: _ ,ate ■ - 0 0 13 S • O LL a ■ ! " 066 PIC W41 4066 PIC 4"HORIZONTAL LAP CEDAR SIDING ID - e .ate r - ©, ` 1 jr0 , 8 ■ - W51 4366 PIC W50 4366 PIC W49 4366 PIC " W48 4366 PIC W43 4066 PIC W42 4 12 5/8"FLOOR SYSTEM PLATE HT. 4. 6 10 10 - APPLIED STONE FINISH- z 9 _; � - _ TYP.WINDOW HEADERS W61 3016 PIC W60 4016 PIC W59 3016 PICA cJ o L I i' 1 I GLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSED 3 ti p qa ��I _ I '. WITH NATURAL FINISH. La -. to -- to C'!CO WALL FINISH TO MATCH - L— I A ! 1 O II m U SOFFIT FINISH THIS AREA 9 ' I I a I. mimmi 9 9 I 1 'SACKED' FINISH AT EXPOSED CONCRETE I 11 U- U- rn W y!fl, I'Y,IN.19= 7J Zl S.r_iyd s _ - - -_-- LL DECK FRAMING PER STRUCTURAL, 2X12 FASCIA, SKIP a • w 2.5: I-a...,- y ;r, a I:u�c. 1 2 SHEATHING FINISH AT UNDERSIDE E Q - - W64 3049 CASE W63 4049 FIX CASE I'VJ62 3049 CASE is It U J 36"CABLE RAILING O En 13CV N 2 g o m C 0 Oa ARCHITECTURAL ACCENT-VERIFY Q O z0 14 0 I- LL O) U) r O) CO z rw CO - M 1_ rr V -,2w GLAZED AWNING-VERIFY DESIGN W O O 1.12 15 0 m0 w N N D 0z 2 S w m D_ Q4c ) � 16 NORTH ELEVATION w s Uco- Zw W J II u� o I9 12 12 Z I� >J /r I� Q CO , � �1 1 � \V . i Z P z � a 3 W W Q N =2F NOTE:VERIFY ALL HEADER _ $ - - - ---�-- - '-IEt gla 1-J j HEIGHTS WITH SUPERVISOR -- - 3 ` w 0_o 2 2 i cc 0 GREAT ROOM N.WALL I I .�.... . u.. d m O UPPER WINDOW HEADERS I - - �U _ _. 4 q O Z Y MAIN FL. , © W36 4016 PIC ` 7 ct Zr: Q PLATE HT. r �I I h I' GREAT ROOM N.WALL L _ _ /�1 1 EL F LOWER WINDOW HEADERS ~ - _ _ ` V 0 Z o W35 4016 PIC W34 4016 PI W33 4016 PIC OBSC W32 4016 PIC OBSC 16 PIC W18 4016 PIC WU 4016 PIC I I r El N • J I I I co o co ZCD N tri y(7m (O W= 1 O (T� en 6 7 6 (n �> 7 s ati O en - \ , z WppUU D pwc Q O UqIp O ° 13 W374066 SH 9� -.. - Zoaw 2 5/8"FLOOR SYSTEM ® $a,Z$ PLATE HT. ', a - 14} - > 3 W" yp N N TYP.WINDOW HEADERS - W Dio 3 w p m� J fiir c ___, nail, co cc a W PLAN AREAS =wTag iO4a -, ■_ oa�p 9 MAIN FLOOR 2,064 SQ.FT. 0 q� = } Nidg m m 11 BASEMENT 1 ,569 SQ.FT. L.1_ g Egg LL1 ,2< p Co w TOTAL LIVING AREA: 3ai ,633 SQ.FT. ga DD cd w `t m GARAGE 920 SQ.FT. W = ._ in o Z ENTRY 73 SQ.FT.~' OWNER APPROVAL d 0a 2g COVERED DECK 67 SQ.FT. INITIAL: o X OPEN DECK 231 SQ.FT. PAGE#: w COVERED PATIO 254 SQ.FT. A 1 0 OPEN PERVIOUS PATIO 219 SQ.FT. PAGE: STORAGE / UTILITY 259 SQ.FT. WEST ELEVATION 15 of 19 EXTERIOR DETAILS J. STERLING 1 0 J 0 CHIMNEY WITH METAL CAP c in O 1 J. STERLING T 9 r >Om 3 •r _ METAL CAP AT PARAPET WALL,PROVIDE POSITIVE OVERLAP AT m WATERPROOF MEMBRANE ROOFING 1/4" = 1' U.N.O. •r 2Ell r =z NOTE:VERIFY ALL HEADER -- - - - ---- - - �/6[kY-0liC.•_ 'erraP4Ili[► 14320 Pk.. • ., w>] HEIGHTS WITH SUPERVISOR 12 _-- ------ - - _"_ a 4 4 STANDING SEAM METAL ROOFING H o 0 1 I 4 3 05-14-2020 K 0 O GREAT ROOM N WALL am K UPPER WINDOW HEADERS © _," —� C 8 VERFY SOFFIT FINISH, R-38 INSULATION IN FLOORS WITH �= 4 NO IFY PACE CONDITION n MAIN FL. 4 W28 2016 PIC W27 2016 PIC W26 2016 PIC __ _II PLATE HT. ' 7 I- GREAT ROOM N.WALL S . 10 CONTINUOUS ALUMINUM GUTTER AT EAVE w LOWER WINDOW HEADERS _._. o 5 (B)SCUPPER TO COLLECTOR AND DOWNSPOUT al m U• F — _ w164020 PIC W154020 PIC w14 a0zo Pic z o o I 7 FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. in w - 9 6 TRANSITIONS, PRIMED SPRUCE @ INSIDE CORNERS,'X' 01) t0 w i A. / METAL @OUTSIDE CORNERS LonZ = fTfi m 14 — 14— // /� O o W - FIBER CEMENT 7" HORIZONTAL LAP SIDING W y O z o LL 9 / 11 JD ci Z W 30 2066 PIC TEMP ! - 4"HORIZONTAL LAP CEDAR SIDING Q W312066 PIC TEMP W292066 PIC TEMP CO fit y r J i 1 12 5/8"FLOOR SYSTEM l8 jilip `e PLATE HT. •, APPLIED STONE FINISH i T .WINDOW HEADERS 9 R M •r � S o GLU-LAM BEAM PER PLAN AND STRUCTURAL. EXPOSED 6 0 1 0 WITH NATURAL FINISH. ° to >c7 3 'SACKED'FINISH AT EXPOSED CONCRETEU `.5 0 o 11 N w LL LL Z DECK FRAMING PER STRUCTURAL,2X12 FASCIA, SKIP w 12 SHEATHING FINISH AT UNDERSIDE E o m U !T� C 36"CABLE RAILING 0 IP to oZ 13 N 0) c c alc ARCHITECTURAL ACCENT-VERIFY Q 0 N° 14 0 _ Z r w M M q. a GLAZED AWNING-VERIFY DESIGN W O O N- ` 15 m a: N O• < Z m— z = OO W 16 • SOUTH ELEVATION w 5 Uu n O z w Jo 11 W Z � Z p o 9 �o 2 12 ._ o m N- - — UQ �' w W < N 4 NOTE:VERIFY ALL HEADER =z I- _I N - �""` _`"" -- --�-' 4 HEIGHTS WITH SUPERVISOR w> 8 L_ - 3LL> 0 ; 00 2 ao� .,. I _ _ _-_ _ GREAT ROOM N.WALL CI-0 I— Q I UPPER WINDOW HEADERS d m ( � 4 5B A MAIN FL. 0 - PLATE HT. a O - - GREAT BOND N.WALL L. I — LOWER WINDOW HEADERS bVp4 4046 PIC Ji03 4046 PIC W02 4046 PIC WO1 4046 PIC 15 > N W135020PIC W125020PIC W115020PIC W104016PIC 1W094016PIC W084016PIC f � N ° M N 00 7 6 I I 7 -_ 0 W N Xin - CO M '' 'I I, f f- IIii Tririrrr ay 1_1 Z II I I _� ,:BOG O 4aa I -, _:Ho PIC 10b Lro2 PIC AAD 2960 PIC - SI a IL =W�yW �S`w° N... ' 12 5/8"FLOOR SYSTEM r m 12 Q =W` w 10 ', PLATE HT zgwwa zoyy yy MINN TW.WINDOW HEADERSA W mu r K� r J W3noz Og • • 1 1 1 iglio 11 0�, LU 1 wZwPo � PLAN AREAS s .4o'w 0 MAIN FLOOR 2,064 SQ.FT. erre 8, d. o =w�<a O Et Rim BASEMENT oaoWy U WOOD FIREPLACE SIZ Z R a 0 1 ,569 SQ.FT. AND DIMS.T.B.D. W mo W • co W 000 TOTAL LIVING AREA: 3 G3S SQ.FT. < co X o 1 I ? m ooa GARAGE 920 SQ.FT. F< p . + w € W= OZ up ENTRY 73 SQ.FT. g° v OWNER APPROVAL o COVERED DECK 67 SQ.FT. z 2 I— INITIAL: 1n OPEN DECK 231 SQ.FT. E PAGE#: COVERED PATIO 254 SQ.FT. OPEN PERVIOUS PATIO 219 SQ.FT. PAGE: STORAGE / UTILITY 259 SQ.FT. EAST ELEVATION PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. STERLING 0 N O Prefabricated Trusses. Where shown on theplans, all Manufacturer: Simpson brand is specified, however any General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends BASIS OF DESIGN -APPLICABLE CODES: J. STERLING that ageotechnical report beperformed byaqualifiedgeotechnical engineer for all construction projects. Code. The designs herein are prepared in accordance with the prefabricated structural roofingmembers shall be other nationallyrecognized brand maybe usedprovided members per the Plans and applicable building code. Where Structural Plans do not specifically P 9 9 Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the 2015 IBC. Construction shall conform with the most recent designed by a certified professional engineer. The that they are equivalent in their ability to carry all applied address a structural element, construct said element per minimum building code. provision of soils data, which includes but is not limited to: allowable bearingcapacity, li liquefactionpotential, q building code adopted by the approving jurisdiction. iii prefabricated structural roofing designer shall provide to loads in all orientations. Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a 1/4" = 1' U.N.O. L the Contractor stamped design drawings with appropriate Installation: The Contractor shall install all prefabricated Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no Calculations The calculations included herein are only those notes showing member sizes, forces, installation items in strict accordance with the manufacturer's sawn wood shall have moisture content less than 25%. responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any required to ensure compliance with code. We do not intend to L A I L Lil a procedures, blocking, bracing, etc. recommendations and requirements. The load carrying Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from kind. compute every structural element nor every load combination. 05-14-2020 Ea Engineered Wood - General.. These products must be capacity of the prefabricated item cannot be guaranteed if horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that Much of our analysis is "BI" (By Inspection.) provided, stored, and installed in accordance with this provision is not adhered to. Nails and screws which connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. manufacturer's recommendations. Failure to do this may will be exposed to weather shall be galvanized or stainless Stud size, material, and maximum length between diaphragms is shown in shear wall table. ABBREVIATIONS: All structural fill must be compacted per the following section. AArea AC:Asphalt Concrete BI:By Inspection void the warranty and diminish load carrying capacity. My steel. If installation risks cracking of wood, contact Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 BR"�„r��,lusu Illy) E;P st; d�concreteriw' (E) x�nte Masonry Unit nationally-recognized brand that meets the below engineer for alternate nailing and / or alternate connector. or better, except where exposed to weather and specified as PT (Pressure Treated) may be Hem Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or DFO'Douglass Fir rCleanout Cone:Concrete HF Hem Fir MA'CC"Heatifing,Ventilation.and Air Can. specifications is acceptable. Simpson SDS Wood Screws. Where specified, install Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section impact) methods. In paved areas and under structures, use structural backfill compacted to 95% relative GM Gypsum ea wall Gyp,Gypsum BC:wallboard GL BuulamCode ICE:Insulated Co rete Form 1-beam Composite Web / Flange Joist Products. The per manufacturer's recommendations. In general these do below. compaction. In non-paved or non-footingareas use structural backfill or native backfill minus rocks, lumps, IEBC:International ExistingBuildingCode RClntemat'o al Reside dalCotle K:Kip(1,°g0lbs.) P P P KSI:Kips per Square In LVL:Laminated Veneer Lumber LSL:Laminated Strand Lumber contractor shall install the I-Joist products complete with not need pilot holes. However, if wood is old and or very Nails; Nails called out herein are "common" sizes, i.e. 16d, 12d, 1 Od, 8d. Smaller diameter, and organic matter, compacted to 92% relative compaction. Lt:Notlndaded OC.NA:Not OnCenter spacing DSB:DdentetlS a Stand NB:Not eanng o Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use PSI:Parallel band iumbe PLF:Pounds per Lineal Foot Ply Plywood web stiffeners and other blocking / bracing as shown on dry pilot holes may be required to avoid splitting. Use similar length nail gun nails may be substituted provided 50/o more nails are used. For example PSL:Parallel per cubic is foot PSF:Pounds per Square Fool PSI:Pounds per Square I h the Plans and / or as recommended bythe manufacturer. length as specified in Plans but never less than required to if 8, 16d are called out, the number of similar length .131 diameter nail gun nails required is structural fill around the structure. Carefully place and compact to 95% relative compaction under and around PT: Referecreated thpreserva a PW:Pywootl RED r OSB shear Requiredwal RC Relative OfWay ion CB 9 PREF:Reference,e,not actual S:Section or Rego ROW:R ght Way 8*1.5 = 12. As another exam le if 16d nails are called out at 4" s acin the s acin of similar all pipes. ShRgM StP:Scturalss SK.Skech z SD:Sloan Drain SIP:Structural Insulated Panel SK.Sketch PSL (Parallel Strand Lumber) and Versa-lam.. Use ensure full strength. P spacing, spacing When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact SOG:BadO Grade SPF:SprucePineFir SS Sanitary Sewer 6 's minimum 2.0E, 2,900 psi minimum allowable bending Simpson SD Wood Screws. With most Simpson length, narrower nail gun nails shall be 4/1.5 = 2.7". STAO:Shear Transfer Around Opening SP:SIPs shear wall TYP:Typi al - per the above. UNO:Unless Noted Otherwise V or v:Shear(Ibs)or unit shear'(pn)respectively CMI stress. connectors, Contractor may use SD9 in lieu of 10d nails, Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural W:Wall.full length WWF:Welded Wire Fabric LVL (Laminated Veneer Lumber). Use minimum 1.9E, and / or SD10 in lieu of 16d nails. These are provided in Shear Wall Table herein using materials designated for lateral load resistance by nationally- Foundations. Footings on Soil: All footings and foundations to bear on undisturbed existing soil or structural -11 2,600 psi minimum allowable bending stress. 1-1/2" and 2-1/2" lengths. Use the length necessary for full approved manufacturers. All shear walls must be positively connected at top and bottom to fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with LIMITED SCOPE OF CONSULTANT'S WORK: z LSL (Laminated Strand Lumber). Members indicated as penetration into the member(s) connected. diaphragms. Walls not specifically called out, or labled "NS" are not intended as shear walls and structural fill. Bottom of footings to be below locally prescribed frost zone, not less than 12"• Consultant The consultant in responsible charge of the work o 1.5E shall have min., 1.5E modulus of elasticity and 2,300 shall be built per minimum code. Foundations. Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, indicated herein is Tim K. Garrison, P.E., doing business as Ma o psi allowable bending stress. Members indicated as 1.3E Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in debris, or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring ConstructionCalc, Inc., hereafter indicated as "CCI." z Shear Wall Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear concrete on rock. Where rock is sloped less than 4:1 14-de reel no dowels into rock are necessary.shall have min., 1.3E modulus of elasticity and 1,700 psi P ( 9 )r min. allowable bending stress. Wall Table. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long dowels Scope of Consultant's Work The scope of work of CCI is C q Glue-Laminated Timbers. Unless otherwise noted, all Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW" and rotohammered min., 8" into solid rock. Rotohammered holes to be IA" diameter, perpendicular to face of rock. limited to structural analysis of a new single-family residence. glulam beams shall be 24F-V4 DF/DF. Any that span "GW" walls, no sheathing joints are allowed within 2-feet in any direction of a door or window No epoxy is necessary. Dowels to be located as follows: CCI takes responsibility only for items specifically addressed in ai §A Corner. o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" OC max our drawings and calculations. Constructed items not continuously over one or more interior supports or are spacing. Dowels to be centered on stemwall. specifically addressed herein shall be built per minimum code. a Cantilevered, use 24F unless visually Use industrial Multiple Ply Members. o For pad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If a earance rade, ex osed to interior Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used asdowel is too Ion to fit in footin bend as nacelle to provide 2" cover at to and / or side s m PP 9 P 9 g rY P O. LOADS:a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. o Forliving space use architectural appearance grade. pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on Pressure Treated (PT) glulams shall be not less than 10% Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and /or side(s). Following are the loads used for the subject design / analysis: jr7i, weaker than the above in bending, shear, and modulus of as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing. LT_ elasticity, using suitable wood species for pressure Glue. Epoxy. Where specified, wood glue shall be commercial grade with minimum shear Slabs nn Grade: Subgrade below slabs shall be similar to the above. A layer of free draining material and a o Roof live: 20 psf. strength of 450psi at 28 days. Use Liquid Nails LN-940 or similar. Prepand apply per suitable vapor barrier (designed by others) are recommended for all interior slabs. 0 Roof+ ceilingdead: 15 psf treating. 9 Y q PP Y All glulams shall be manufactured by an AITC approved manufacturer's recommendations. o Glass deck roof dead: 15 psf c fabricator. Store and install in accordance with Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for Footing nrainF: Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished 0 Roof snow: 25 psfo grade, shall be provided at the base of all footings and retaining walls which will have earth placed against :;.,- manufacturer's use. Wood and dowel shall be clean and dry prior to epoxy installation. 0 Floor live: 40 psf N manufacturer's recommendations. them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. N Window and Door Opes. o Floor dead: 15 psf co to Header. Use minimum size as called out on Plans. All headers shall be installed with their tall STANDARD CONCRETE; 0 Floor dead, 1.5" gyperete: 27 psf. Q o dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat Standard Concrete: Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc = 0 Stairs and exits, residential, live: 40 psf a En 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks per cubic yard. Maximum 0 Deck live: 60 psf L_ r 0 r a.) header is specified, the wall is assumed non-load bearing and wall top plate may serve as the water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318, latest edition. Mixing and o Deck dead: 10 psf. Z CO ° header. placing of all concrete to be in accordance with IBC and ACI 304, latest edition. O Exterior wall dead: 10 psf cc Xp LO kh co- Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers o Exterior wall w/ cultured stone dead: 25 psf. o m U ai N 3 Admixtures,: Industry recognized and approved admixtures affecting set time, flowability, and /or Q m{2 it 3 for each opening shall be individual members with full-height king studs between them. Each waterproofing may be used provided the strength and durability of the concrete is not adversely affected. O Interior wall dead: 7 psf 5 O z 4 header shall use the number of king studs specified below or in the Structural Callouts. o Seismic Factors: Ss= 1.134, S1= 0.403 Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger Air Entrainment: Provide 5% air entraining in all concrete exposed to the earth or weather. 0 Seismic Des Category: "D" of similar bearing length and capacity may be substituted for trimmer. o Wind Exposure 'D', 3-sec gust: 120 mph. Assumed Q King Studs. Unless otherwise shown on Plans use the following. These must be full-height, Fly Ash: High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a allowable W bottom plate to top plate, IE diaphragm to diaphragm. corresponding reduction in cement content.Any such concrete shall obtain at least the strength and durability soil bearing pressure: 2,000 psf. • * Opening less than 6' wide - use min., one king stud each end of header. characteristics as Standard Concrete listed above. U v� • * Opening 6.1' wide to 9' wide - use min., two king studs each end of header. SINGLE PROJECT- CONCRETE Z CONCRETE REINFORCING: The calculations, drawings, notes, specifications, and / or tables W • * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. Strength: Standard Footings_ Stem walls. slabs on Grade. Reinforcing bars (rebar) for standard footings, prepared by CCI are valid only for the project indicated herein. 0 1— Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the These documents are not valid, are not applicable to, and shall V- al CC header, the end of the header shall be connected to the remaining top plate beyond with a Plans. Z 0 0 not be used for any other project at any other location. horizontal CS18 strap with minimum 12" length on the header and 12" length on the top plate COMPETENT CONSTRUCTION PERSONNEL/ SAFETY: ' '—^ 0 beyond. Strap may be on top, inside, or outside of wall. ,Strength• Retaining Walls and ether Structural Flanwntc. Reinforcing bars (rebar) for retaining walls Only competent personnel familiar with construction and safety Z V J < retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like practices project uJ Z Anchor Bolts. germane to the ro ect shown herein should be Q N shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the employed to assemble and construct the work. J spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, Minimum Wall Reinforcement Use the following centered in wall, UNO. Contractor shall be responsible to comply with all OSHA and 0It LLI pp with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head o Corners- 1, #5, vertical. State Labor and Industries Standards. Contractor assumes full > on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of o Openings- 1, #5 vertical within 3" of each side of openings. 1, #5 horizontal within 3" of the bottom of responsibility as to construction methods used, safety I— Q < wet set - see specifications in previous section. An alternate to wet-set anchor bolts and washers windows. 1, #5 horizontal within 3" of the top of doors and windows (i.e. lintel).All horizontal bar shall extend provisions employed, and the finished as-built condition of the 0 may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. 24" beyond edge of opening, or if not possible extend as far as possible then bend 90-degrees with a 12" structure and related systems. W W LLI Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of hook. MATERIALS AND METHODS: 8 ends and corners and shall be fitted with 2" steelplate washers. Use either 1/2" diameter x 8" o Wall ends 1, #5 vertical within 3" of ends of walls. Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the a O min embedment wet-set, or 1/2" Titen HD with 4" min embedment. o Wall top and bottom - 1 #5 horizontal within 3" of top and bottom of wall. o Footing stub bars-shall extend to the footing's bottom layer of reinforcement with a min 6", 90-degree contractor's responsibility to ensure all field personnel //��// Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2" min concrete hook. Stub bars shall extend vertically through the top of footing to create a 24" min., lap splice with each understand and adhere to this. CC NO embedment, at 16" OC, unless otherwise shown . vertical wall (running, corner, opening, end) rebar . TEMPORARY SUPPORT AND BRACING' W oo Decks: Joist hangers used at decks shall be connected to all wood members with corrosion- General. Provide adequate temporary support to all walls, roofs, resistant screws, Simpson SD9 or similar. Hangers shall be U or LU only (not LUG.) Ledgers Splicing. Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most beams, columns, and floors during construction. Design of shall be attached with screws or lag bolts per Callouts. All hardware and connectors shall be at recent ACI code adopted by the jurisdiction. same is not included herein. Contractor or owner should check least medium-duty corrosion-resistant with galvanizing or similar. all temporary-supporting devices with a qualified person. Pre6,SULelreated_I umber. Use pressure treated lumber in contact with concrete and / or soil, Welded Wire Fahrir. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6" (6 Ga.), Contractor shall be responsible for the adequacy of all a� and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise ASTM A-185. Splice by lapping one mesh +2" all sides. temporary and/or permanent support systems. CO 8 Retaining Walls Do not backfill against retaining walls until =ems U..1 ohW� non-reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural Cover. Provide the following minimum cover concrete has cured to at least 2,500 psi (okay to use high early =� steel members. Footings and other unformed surfaces, distance from the bar to earth face...3" strength admixtures or additional cement in the mix to achieve H ill In certain cases non-pressure treated lumber may butt against concrete. In these cases use a Formed surfaces in direct contact with earth 2" this). For retaining walls that are to be connected at their top to 0 3Ga0 ga<„s layer of heavy, asphaltic-treated construction paper between wood and concrete. Surfaces exposed to weather 1-1/2" horizontal floor diaphragms, do not backfill against the retaining 7 ""< w Blocking / Bridging. Provide continuous blocking at all bearing locations. Provide full depth For slabs on grade, center the reinforcement in the slab unless otherwise specified. wall until such horizontal diaphragms are in place and properly Z 6 Sui bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connected to the retaining wall. yw°;>m= BOLTS AND DOWELS IN CURED CONCRETE: e �w° connection on the top . "° FF General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer w:= Framed floors which supportposts shall be solidlyblocked within the floor cavityto positivelyw3""° PP techniques. Minimum concrete embedment = 4-inches unless otherwise specified. Minimum distance to anyEt °pin transfer post, column, or other concentrated loads through the floor to the supports beneath. edge or end of concrete = 3"from hole centerline unless otherwise specified. `g'"� Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug D woo �o�wo wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole Fxistinn Reinforcing It is important that no existing rebars are drilled or cut during rotohammer operations. w°3og as the bolt; for bolts in steel drill holes 1/16" larger than the bolt diameter. Provide the following Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). 0 �,o<= 2� '6Q minimum edge distances between centerline of bolt and all edges of bolted wood, and between N'=da Washers Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be slotted, with °&°�� centerline of multiple bolts: =w°°° plate washer under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. amN»o 5/8 inch diameter bolts 3 inches Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. oho 3/4 inch diameter bolts 3.75 inches CeMuip Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, Non-Epoxy Syst•ms Use Simpson Titen HD where shown in the Plans. These anchors may be used to H ip cc ;Qao webs, etc.) shall be one inch. resist tension loads and shear loads. Install per manufacturer's recommendations. GAR* „� Engineer shall specifically approve any bolted connection using less edge distance than shown +�of it" above. Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with I'` 1 �; zinc plated, A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high strength OWNER APPROVAL Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre drilled. Size of epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict c,x.� pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, •f cr INITIAL: 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall accordance with epoxy manufacturer's recommendation. PAGE#: be the same diameter as the unthreaded shank. Sallie wsze S 0 & u4EER's 5E444 IS Fen. St...�x't'u, PAGE: 'TTE.Ass am LA . 7 Of Da ' J. STERLING DRAFTFr N 0 ca J. STERLING T I SC LE S. 1/4" = 1' U.N.O. ❑ C 11 DATE w I- 05-74-2020 re a. 17HD II 1 CD Lmin C7 Is I w 5 ' I � ° lll ft ID El C i CSI I ❑ Lilii a'3 di W i O J 17HD LOWER LEVEL WALLS AND MAIN FLOOR FRAMING 1/8" = 1' E 0 0 '' Per Architect pson WoodS a D¢ item andreated tome tern snanbepamth etc designer. i -ALL FLOOR SHEATHING IS 12FD, TYP. 8 SW Simpson Rood Shear Wall Detail ▪ Wood Shear Rau: Use WSW12 Width=l2 .Height,see below. D9 - FLOOR AND DECK JOISTS ARE IPA, TYP. 0 WALL-THREAD�STRONG WALL BASE � - STAIR FRAMING PER ARCH AND CODE MIN. (TOP OF f c - Height:Fowdation m bottom of heads beam-Okay to order WSW long and tut to height as necessary. \VSW Alignment using trimmer, tie t°a'swfaheader, pp Trimmer eatt.edge�r°a� eta>�ellUcmkn°f trimmer. odd case - DECK DECKING IS 13DD, TYP. r ` R"Sll'creates edge of rough opening.Remainder of wan section may be Medm via standard framing. (- _ •.+ - Posm°nto align ntin°�ae(exterior)face ofst Farr-out as necessary t°mshup with remamaerofnaa - FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. co 0 Tepelate. f Header beamtnex[endnverentie0.'s0..cormettwvhpom sttapswsw-Ps.Als°eooaet`neadabeam`°"s" with WSW-TOW -ALL EXTERIOR FRAMED WALLS AT THIS LEVEL ARE 2PW Q> o • Portal P 0 0 * Sheathing:Sheathe header,WSW,and wan similar to 2PW_ �•(f`A U • O l71 (n r 0) * Bottom Connection:Anchor bolts:use all-thread_8"&meter,extended to footing bottom mbar and use double nut and 3"x_25"washer on embedded end ill M Fv'I � � ch � � c 33 Suegest Wood String Wei Anchor anttemplate,SSW. _ ~+ o'se ' D_' O Q' 11 RD Roof Diaphragm (ps ^ LU O A L • Shear Capacity:Good fin$=230 pg-sdsme:$=322 pg-wind\fee aspect ratio=3:1. _ m U W N N - Framing:Trusses or rafters:2x at 24"OC,max. I I / �'. J z Z r F►r O z - Framing Connections at Support: Y veal rollout of wall. �- � CO 2 Q Q � - Where c°mes of shear veal connect per,u shearop Where mosses or seers coed to beam,use I-L'.5,or A34 With screws,or similar,rp. ♦ ' 1ra.��� - At ledger,connect per ledger rollout_ ~t'NY/u. • Sheathing:7.16"min.,OSB or CDX plywood * Sheathing Layout Case 1 pa IBC 2306-2.(1) ILl �>W Z,p • Nailing:Use Sd at 6'edges:12'field LLI - ' Blocking:Not required except at supports and at connections to shear nags below. 12 FD Floor Diaphragm ® -J n G4•G Iµ�EQts $��L * Sheathing:With joists at 24'or 19.2'OC,use min,24 oc rated, APA Surd-I-Floor,either 3 4"species amp 1,or''8'species group 4_Maybe OSB or ,�% 15 es- 4.I.1.e•-T.'L Z LIJ deft d.Good for 130 psi It 3 L 360 deft • Sheathing:With joists at 16'OC,use min:16 oc rated APA Staid-I-Floor,min.,1932'thick May be OSB or plywood Good for 245 psf TL 3 L 360 �TE,A�IS aN L� , a N deft PLAN AREAS �.�- ° - Sheathing Layout:Case 1 per IBC 2306.2.1(1) 0 O - Orient sheets continuous ma two or more spans_with the long dimension across supports. I I — I i L U • Nailing:Glue,and connect with 8d rug shank nails m=9 screws,at 6"edges, 12"fold • Blocking:not required exceptat supports(beams)and connections to shear walls t ebw. MAIN FLOOR 2,064 SQ.FT. Z Zr13 DD Deck Diaphragm W Z * Decking:Use wood or composite decking per Arch.min actual dims-3 4•x 3 5". BASEMENT 1,569 SQ.FT. W. Q N - Decking Attachment:Use decking screws,length to ensure 2"min:embedment into framing below. N - Use_'screws per deck board per framing member.At decking splices,seiner splice over framing member and use 2 screws per spaced end 17HD I - Blocking:not req�edexcept at support beams. I TOTAL LIVING AREA: 3,633 $Q.FT. N 17 HD Alt 1-Holdosm-Embedded Strap Type. - Min.Capacity:Good for 2185 lb uplift I I •cg - Holden:Use LSTlWSfon®j�tcond�nn GARAGE 920 SQ.FT. w Cr) - For rim joist con6non use LSTHDSRa. LIJ W • Nails:-Use ype Cog-height stud as follows. ENTRY 73 SQ.FT. p z * Stud:Use larger of king stud as speed elsewhere;or choice of 2-'_x•3x,or 4x. I I I 1:L Alt 2-Holdover+-Boh Type • Hags:Use SDSe 1'4LT2 COVERED DECK 67 SQ.FT. a o * Lags:Use 6 SDS 1'd x 25 m full-height stndpa above I I n Anchor Bolt:If we set,use 5/8"diameter SSTB16,or 5/8"an-thread with ma and 3"washer on embedded end Am embedment=12'.If too long to fit in 1 LL Ni- foolinn bend 90-degreesatboCamoffootatg,m®Ran g 3'coveratbottomoffootio 17HD CO - If rotolna®a,useuseSill"ThenHD or all thread&epoxy,with 6' Concrete embedment.,ceased in stem wa1L OPEN DECK 231 SQ.FT. COVERED PATIO 254 SQ.FT. 73 P Post-Mullion- Post:Use min_5.5x5.5 gh Mum heffi - This post is cooSmosisfrom bottom plate to top plate at roof diaphragm_ OPEN PERVIOUS PATIO 219 SQ.FT. - Top and Bottom Connection:Connect at top plate and bottom plate with 2,A34 and screws. I - Tie Rod Connection:Connect steel tie rod plate with 2,5 8'through bolts centered on post.\Tin detente between bolls=6".Use 2'washers on wood side , 1 of bolts. 1 i STORAGE / UTILITY 259 SQ.FT. $oo5 77 M Mules _ -- - O eau * General:These are specified mainly to reist out-of-plane wind bads but may also be used to resin in-plane lateral bads if so ideated in cakdbons. i 4 a • Vnlod:Use min_2,1'S CO s,continuous bottom ot to to top plate. HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS ' 1 Z ro'a)i L. D8 WSW.PORTALAPPLICATION I..L ���F * Top and Bottom Connection:Connect at top plate and baron plate with 2-.A34 and screws. 42 grecZ 3 Veit r TYP.SHEAR WALL.TOP CONNECTION /� zoo • Header Connection:Header(s)may be supported with 2x trimmer or hang on this mullion with LUC,IiI:C;3?l-CQ or sinnlm. !°A -FRAMING PARAI I Fl,RIM OR CONT BLOCKING \` °s th ImanY�W 'a g z 0 ' Similar to 7TM except mullion may be Si..2,2x6 studs- ]� Yin m..Hn, " NO SHEATHING SPLICE SHEATHING SPLICE s001p1 e.rla.l i , sw5W-P" I nail van014 e €f(g:a >b L Ledger-Root Diaphragm �`� �gw. y Ledger a 2,SDS Rune a ledger is cased for below,if connecting to tin or heads,use SDS,or LedgaLOIC at max 1_"OC:staggered If connecting to "'t' I ve""'iI 9 ... TwMss. a.5 m W- " rwwxRM"i, xa,r,vaowrraxm l studs,use 2,SDS or LedgerLOK per Sind eras zees >° 5 .asraardrtnMW . 7 I— g€i a F Length of SDS or LedgerLOK=fog depth penet[ation into tint_or-'.`-'min embedment into solid framing )1 S �� L QQ 3 y YT radonos:1 - - SPIKE \fin distance of connector m end of ledger or splice=2".wedge distance to top or bottom of ledger='_" la MONO r - '+ _ alaanaR z nth 6E-141 • Framing Connection to Wall,General:Use any of the following,whichever is appncabk. --� ItOmamr9 • crxan O1B1xO rl . o TOPOFaHE/at Yell a - Rafters Perpendicular:Use 2x or Ll'L ledger,min height to match rafters.Apply ledger over wan sheathing Use hangers to hang rafters on/edger. ,s°--a"r'f W P o a - Parallel Rafter or Truss Top Chord:Ledger may be top chord of truss or last rafter m simfar.Ledger to be placed over wall sheathing- •o" 4 seal :u Wm o o w o KAN continuous 2x blocking between trusses waned through was sheathng with]6d a 6'OC to solid wood backing TYP.3HFAON FRAMED BOTTOM CONNECTION ""'""n' -err ry W 5 111 kithl000 Truss Top Chord Perpendicular:1,se c Lkmg eu ON FRAMED FLOOR "M Iles kl ocK fi� W Larrrr.,►a !.k(continuous rim.plate,ledger,or blorkinu.) srz.k W oi" e JOIST JOIST W/SHEATHING <_- Mono Truss Bottom Chord Perpendicular: tlimim "� ,►dal"' oWI SHEATHING SPLICE OVER RIM JOIST _��- Alternate 1:Hang bottom chord with hanger mounted o-a wan sheathing to solid wood bacJ®g(rim,plate,ledger,or blocking.) p Sn F Q • S 5 6 BOTTOM OF SHEAR WILL BOTTOI691fM SAL WIZ° 2x4 k a let in to trans bottom chord.Ledger to be placed over wan sheathing and connected with min,3-Ibd a_'4•max spacing. Cck OO a� > : R . a • s Mt E "LT.��OM OR 'Woo , InLIMI"O \ / Q16FUgz Alternate 2:Use inn.: dg v 'M.�r "no swx�Mea �ncm HER. �mb/7s�ge»• Roof Diaphragm:Cornett roof diaphragm to ledger with 8d civet shack or screws at 3'OC. Mal ,+R I 1� 11 nm..tpMlMaal Z coW z,m a o SHEAR WALL TYPE _.� a ai a, �_ f -......._..--.. . 00 - ro • 1 PW _� tee... S^,mS,SW ....�., veal BEAM Olt �rM,SEMI OR taILP9>arm hem,. W zz MINIMUM LENGTH OF SHEAR PANEL. mx.a oR j € �� IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. - TW S,+EARWALLT�coNNECTbN w -,e... ✓® -mom-`- -FRAMING PERPElHNCULAR IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM r �`T TOP OF SHEAR WALL® ' ;$- ; I.� ' TRUSS OR RAFTER OWNER APPROVAL TOP OF WALL TO TOP OF WALL BOTTOM PLATE MUDSILLANCHOR SILL ANCHOR L �a. � " I.piaz.k a RAFTER OR JOIST STUD MATERIAL NAIL EDGE I FIELD TOP RATE TOP PLATE SILL PLATE& BLOCKING AT OPOFPARALLEL FRAMING CTOP OF ON AT TO FRAMING MAX . a.. NO SHEATHING SPLICE CALLOUT CAPACITY SEISMIC SHEATHING CRIES SI STUD FT. STUD SPACINGCESSTUD SIZE (SEE STD C. SPACING D STUD V SPLICE STUDS W/EM- UNSUPPORTED OR RIM OR RIM PERPENDICULAR SPACING IN TO CONCRETE MAX SPACING ! : N p r ; WIND/ MINIMUM SIDES OF WALL SCREW 517E MAX F7 MAX.INCHES MINIMUM MINIMUM MIN.EMBED Hr..rMHHI-r COW/ . SPECS.) SPACING NAILING FEY'-FS BLICG.SEE: FRAMING INCHES �/� ly%�'w.memaee INITIAL: 'f w«cart: In ere®24 - lall PAGE#: 10' 24" 2X4 SAWN 572®+6 SEE DET CD SEEDET4:1)SEE DET x..r+� w BOuu® eE I -1"d 7/16" OSB ONE SIDE. - 5d J$OLTOR tier-'ram"-- - C TaeaeFwxw Sae II Ilse null 15' 16" 2 X 6 SAWN it+2®+c 48"LAP WI 5/W -wMENHHD 72" /4" L' • ^ `�""" °"'I tM�.�xn C wPWOR APPLY EITHER 8d - (2) 4 (8)16d NAILS 2X NA T.SHEATHING - - • �� `,J - W 168 / 120 PLYWOOD TO STUDS 18' 12" 2X6 SAWN 6/12Q+2• CONT.SHEATING W/5ORSOGOR CONT.SHEATING OR MASA OR ��wr-. TRUSS HEEL TOP OF SMEAR WALLD t n' -//mOtl OR AM OR LTP4 H2.e OR SOWC SDRS®g S•OR 4.5' IAASAP TRUSS HEEL • AT 3e•MA% tfi600 GI 24'MA7Ctlie hint • NO SHEATHING SPLICE 9 mar RAFTER OR JOIST eMMeal 22' 12" 1.75 X 5.5 LVL e/+2 a 72• , w_ i �� SPLICED OR STOPS set Sn m}e PAGE: • / t " ,w t.nm" 1 - I a• �� to all y -- a I -� .e ne.anal. CANT.SHEATING . �II' I • ,. zPW 490/ 350 (same) (same) (same) (same) 16' (same) (same) u+�7+s (same) (same) (same) 2X (same) (same) s�®3 oRs (same) 36"/4• "; : . Q� a-- ; 1',.F. 8 Q f A q = i 111�1111 ` ' `f 1 — r".'-"__ N'Yh- - TOP OFNEARruVi N TOP PLAN DESIGNED BY. J. STERLING DRAT- I ED is s N ® J. STERLING © SCALE to 0 I 1/4" = 1' U.N.O. m ATE o til © 05-14-2020 1- a ----I ,— — 1I I Z s ^, � 1 I W o ij n — — . G 9 a - v g I fJCT. 13 on) , J ..., • •.., . UPPER LEVEL WALS AND ROOF FRAMING it 0 PA Per Architect I I • ° _, * Structural Item:rmsa®and elmearr�rtarsha36epaa<r> eft designer. ROOF DIAPHRAGM 1IRD, TYP. E 3 SR Simpson Rood Shear: U0 Detail ° • , •' - - TRUSSES, RAFTERS AND LAYOUT ARE OPA, TYP. aSW * Height: to tmofh header beam. .Okaytoordebelom. DS - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. * Height:Foundation to bottom of heads beam.Okay to order WSW long and Dcut immer height as necessary_ _ 0 ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW EXCEPT AS SHOWN ON o 4 AFrpment If flung trimmer,nail_2x trimmer to WSW for header support.Trimmer seater edge of rough opening.May use HUC n hen of trimmer:n this case a a✓ WSW agates edge of rout openng.Remainder of wall section may be Bled in with standard framing. ' ' • . - , THIS PLAN• N N - Position to align with outside(e-xterior)face of studs.Fmr-out as necessary to flush up with remainder of wad ° - _ PS.Also correct header beam to WSW with WSW-TOW I ° = Top Connection:Header beam to extend over entire WSW.Connect with portal maps WSW-PS •° _ C portal plate • Q UO • Sheathing:Sheathe header.WSW,and wall similar to 2PW. ° _ ! O > ° L Bottom Connection:Anchor bolts,use ail-thread,_8"diameter,extended m footing bottom rebar and use double tan and 3"x.'-5'washer oa embedded end • • .a . �• �� LL Suggest wing Rood Strong Rah Anchor Bolt template,SSW- r , °• ("7 W LL c,O 11 RD Roof Diaphragm r •• ~ �+0�a bot i�' r �' X (D I ° rtfI ' Shear Capacity: or raGood fters: 2x230 4"OC,sciatic;Flo=322 p1f-wand.]Nor aspen ratio=3:1- ° ° I-�•I - • Framing:Trusses or ragas:dx at 24"OC,max I • I • >2$ ` Framing Connection at Support: . i..y m d Q dT i� O Z W - Where connected or to shear nalLnec correct per shear H2 5,o callo -tap of wad - At ere trusses or ragas correct to beam,me H'_.5,a A34 with scren-s,or similar,tvp- OVAL - At ledger,connect per ledger mkt •NYAk, * Sheathing:7 16"m¢•OSB or CDX plywood I I y, 'L ` Sheathing Layout Cain 1 per IBC 2306.2.(1) g�grg ar,�t [p s�l `D Nailing:Use Sd at 6'edges,12'field - - Blocking:Not required except m supports and at connections to shear walls below- r^ 12 FD Floor Diaphragm ' Sheathing:WGood at 24'a W2"OC,use tam.:24 oc rated APA$hnd-I-Hoar;either 3+4'queries group 1,or 7/8"species®�4-Maybe OSB a _ I I I A-�(,tAj£6R's $Ea4L V/ plywood_Goodfor 130 t 24'o 3 L-360 deft jS Fer/t. �J1'2.Ll�+Ts'L LLI sE Sheathing:With joists at 16"OC,me min,16 oc sated, APA Shad-I-Float tan.,19.32'thick May be OSB or plywood.Good for 245 psFTL 3 L 360 dell WO 0 I- 11J cc ' Sheathing Layout:Case 1 per IBC 2306.2.1(1) I ' PLAN AREAS LL - Orient sheets continuous over two a more spans,with the long dimension across supports. I - Z O • Nailing:Glue,and came Do With lid sing shack nails a=9 sinews,at 6'edges,12"field U • Blocking:not required except at supports(beams)and comectinns to shear walls below. r 0 13 DD Deck Diaphragm MAIN FLOOR 2,064 SQ.FT. Z • erkiag:Usewood or composite decking pa m Arch., lo actual dims:3 4'x 3S'- Z 11 1 * Decking attachment:Use decking screws,length to ensure 2"min.,embedment into framing below. LIJ BASEMENT 1,569 SQ.FT. _Ti 1 1 1 Q r - Use 2 sinews pa deck bond pa decking framing member.At decng splices.cem a a spice over framing menb and m a e 2 screws p spiced end * Bbrkmg:not required except at support beams. I I 0 L�.I 00 17 HD lt1-Holdowo-Embedded Strap Type. TOTAL LIVING AREA: 3,633 SQ.FT. 0 'CC > co * Min.Capacity:Goodfa_'185 lb uplift 12C r ,� Q ' HoMown:Use LSTHDB form rim joist condition_ I U GARAGE 920 SQ.FT. - For sin joist condition use LSTHDSR7. • Nails:Use 1&16d to full-height stud as follows- LLI LULU co * Stud:Use lags of king stud as speed eluwfrae;a choice of 2-?a,3x,or 4x. ENTRY 73 • SQ.FT. 0 z LU Alt 2-Holdout-Bolt Tape ‘ir* Moldova:Use HIDL"2- '••r * Lags:Use 6 SDS 1/4 x 2-5 to full-height stud per aboveI I COVERED DECK 67 SQ.FT. Q_ C • Anchor Boit:If wet set use 5,8'diameter SSTB16,or 5'8'all-thread with nut an n and 3'washer an embedded d Nin embedment=12"-If too long to fit in footing,bend 90-degrees at bottom of footing,maiomm 3"cover at bottom of footing I I OPEN DECK 231 SQ.FT. - If romhammer,use 5'S'Then HD a all thread&epoxy,with 6'minconcrete embedment,centered in stem waftCri O 73 P Post-Mullion N CO * Posh.Use min*5 5x5.5 ghthm column COVERED PATIO 254 SQ.FT. - This Post is continuous from bottom plate to top plate at roof diaphragm_ • Top and Bottom Connection:Comect at top plate and bottom plate with 2,A34 and screws. OPEN PERVIOUS PATIO 219 of_ Tie Rod Connection:Connect steel tie rod plate with 2,5.8"through bolts centered on post.NM&stance between bolts=6".Use 2'washers anwood sidek bolts. n M Man ic.,,, STORAGE / UTILITY 259 SQ.FT. $ P' ' General:These are specffiedmanly to heist oat-d plate wind loads but may also be used to resis in-plane lateral loads if so indicated in calculations. _—- .. O z U U * TopaMullion:Use min_2,1 75x5.5 LaT.s,cammms bottom plate to top plate. © © HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP n s k * Top and Bottom Connection Connect at top plate and bottom plate with'_,A34 and screws- $HEARWALL TOP CONNECTIONS /ern WSW,pORTALAPPLICADON 1 1 §2 6 6 • Header Connection:Headers)maybe supported pith 2x timer or hang on this mann at LUC,RUC,HUCQ or slat. EXT. An i••` "U F a3� gyy,rom-a¢a Y"T TYP.SHEAR WALL TOP CONNECTION z w o o w T' g 41 -FRAMING PARALLEL,RIM OR COMT%L'KgNG Z .,t0za 79 Mullion .. werrrrn" Z s� * Ledger to'7Mi except mullion may be min.,2,2x6 studs. © LE o' B> 30 L Ledger-Roof Diaphragm tt 1 NO SHEATHING SPLICE SHEATHING SPLICE Menu) z ?w 3 w _ Ledger Connection:Where a ledger is called for below,if comecGog to rim a headed me SDS,or LedgerLOK at max 12'OC:staggered If come:U"g to 2 nlm r' - a 'LICE rror' °�' , Q e'+ rods,use 2,SDS or LedgerLOK per sand { t� �•,': rR�R.Prm, all* - Length of SDS or LedgerLOK=fell depth penetration into s�or 2.5"®embedment into solid framing. Cap e° R. ,mrusarth ne. 1€&o 0 a. �` I rmseCbr mei Z W9N-TOW penal » ice - \fat distance of connector m end of ledger a spice=2".Nat edge distance m tap or bottom of ledger=-" �'S". `a4T "�" ,/�1 wP RM lrrlrara_ xo "x "srx rNkRer wT Warm el_ E0 - Framing Connection to Wag,General:Use any of die following whichever is applicable. Immam»1 D P �'�'� o m°a"'im °tn u�3 re y i i 12 - Rafters Perpendicular:Use 2x or LIT.ledges mat height to match falters-Apply ledger over wall sheathng.Use hangers m hang rafters on ledger. LT m reuum o» f a raan rrnar mexRrur y, P s ' I I z g`o ° - Parallel Rafter or Truss Top Chord:Ledger may be top chord of truss or last rafter or smlar.Ledger to be placed over wall sheathng. s wax .J ,.,,.,, I �+»+ i z F o 0 »O a q.so:o�z Mono Truss Top Chord Perpendicular:Use continuous'_x blocking between trusses nailed through wall sheathing with 16d a 6"OC to solid wood barking TYP SHEARWALL BOTTOM CONNECTION Mmmawai u o z r-o earn err" ooz2.2 (continuous rim,Plate,ledger,a blocking) Iv Di. . D3 ON FRAMED FLOOR ' I ' - Mlonu Truss Bottom Chord Perpendicular. L++ Q `03 i 0 0 nialts JOIST JOIST WI SHEATHING z3o;z - Alternate 1:Hang bottom chord with hanger mamted ova wall(heading to solid wood backing(rim,plate,ledger,or blocking.) �'W `o» WI SHEATHING SPLICE OVER RIM JOIST z C 12 g BOTTOM OF xF wrn eu. eonouarMEANvau G O1Uz' Alternate 2:Use arm.,2x4 ledger let in to truss bottom chard Ledger to be placed over wall sheathing and connected pith tam.,3-16d r✓24'mate spacing- mown I ssr _ a " s s P IISTC w a n _ u - e e e. » PER PER ' ^ °-�Fii ur wu SWATHING aamsoerrane axrpacnwep rnrwarn v � ou • Roof Diaphragm:Correct roof dap Ingo to ledger with 8d ring shank or screws at 3'OC. am MD » » » a a » aPurfn SPLICED Ea16E �w6w-Ps mmaw r_ i i K'w tmRaapeHruo Z QFf:o ww rrr Dem SHEAR WALL TYPE .. . m, e~ ON a, at "- I ". I P W v.h. IO ? FOINCOMON MINIMUM LENGTH OF SHEAR PANEL. _ � M aa$a IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. ramose z -r'rRaain TYP.SHFARWALLTOP CONNECTION - IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM �- -FRAMING PERPENDICULAR - °"'r" , TOP OF SHEAR WALL® roP of wALL ro TOP OF WALL BOTTOM PLATE ti .k 1 TRUSS � RAFTER OR JOIST OWNER APPROVAL CALLOUT STUD MATERIAL NAIL F�GE/FIELD TOP PLATE SILL PLATES BLOCKING AT MUDS"-ANCHOR SILLANCHOR L CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE PARAI I FI FRAMING CONNECTION AT TO FRAMING MAX MAXSPACING ' NO SHEATHING SPLICE (SEE STD STRUC. SPACING STUD SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE ' WIND/SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX FL MAX INCHES MINIMUM MINIMUM OR RIM OR RIM PERPENDICULAR SPACING IN rr-r__r' ' Tn6a aRIll i SPECS.) SPACING IN INCH MINIMUM NAILING Ftr,FS FRAMING INCHES MIN.EMBED rr"_rr• I COW • BLK'G.SEE I '..�nLns.em INITIAL: • T lasmrdrr: I 10' 24" 2 X 4 SAWN �e�z.' PAGE# 6H2®16' SEE DETAI SEE DETAIL�SEE DET NT.»n- -SPLICED HERE a_lr reel 7/16" OSB ONE SIDE. 15' 16" 2X6 SAWN N12H16' 43"LAPIN/ MrTrtENHD SW JEIOLT ORr"r" -- »w Ute�l 111 I PW 168 / 120 SIDE DIRECTLY Sd ( JRAPS li it CONT.SHEATHING W/3"WASHER 72"/4" j_ _ eeteL ` - OR 2 zxa (8)l6d NAILS 2X NA CONT. OR LING OR 16 SHEAT NG OR • MASp OR J PLYWOOD TO STUDS 18' 12" 2X6 SAWN N12@12 OR A340R LTP4 W/BLOCKNG OR OR 18d®3'OR 4.6' MASAP r°w .R.'» TRUSS HEEL TOP OF SHEAR WALLS y' t) AT 36'MAX H2.5 OR SDWC SDS S. NO SHEATHING SPLICE G moor TRUSS HEEL RpF'tER OR JOIST :Ise e 22' 12" 1.75 X 5.5 LVL dtz®tz 5e66®24 MAXbae S SPLICED OR STOPS _ - I• �'.._-� - See raaao PAGE: f • _ - �� fk !girl: I= t � - tar wmati" coNrsHFAnNG $ Irk - r rorrr naenmma cr2PW 490/350 (same) (same) (same) (same) 16' (same) (same) 4/,zgtfi' (same) (same) (same) zx (same) (same) SOS��a oR 4.5 (same) 36"/4" 1 �� , ,® �g� i» �� -�� ' + ePi,or,z' — 19 of 19 .� gym! raar ,w rru r- !r-.•Nana ilS s PER PLAN Mimi Wean urn»» Nerrr Is-1'..."