Loading...
HomeMy WebLinkAbout06-18-21 Site Plans DESIGNED BY CODE & PROJECT DESCRIPTION PROJECT INFORMATION J. STERLING DRAFTED BY: N ZONING: R2A o PROJECT ADDRESS: J. BASS OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE r CONSTRUCTION TYPE: TYPE-V 2803 W 3RD PLACE, ANACORTES, WA 1/4" = 1' U.N.O. ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND _ _ _ _ _ 1- ORDINANCES AND THE FOLLOWING: ' _ - - 98221 DATE - 2018 INTERNATIONAL RESIDENTIAL CODE _ 6-11-21 - 2018 WASHINGTON STATE ENERGY CODE - 2018 UNIFORM PLUMBING CODE: �� '�' PARCEL# P127424 L1111f • .-� _ w DEFERRED SUBMITTALS e � I _ - - 4IINIII111 PLAN AREAS -_ r Mira N II,HI _ r IUlllllllplpll� 1. MECHANICAL HVAC SYSTEM DRAWINGS 1 - _ • _ III�IIuII,IIIIIII MAIN FLOOR 1 ,886 SQ.FT. CD _ 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS j� - r : - r n- i 3. NATURAL GAS DISTRIBUTION DRAWINGS i�� .,�.,,�„`„1 _� 11 �: �_= mom__ ' �- j IIIIIIIIIIIIIIIIIII BASEMENT 1a ,158 SQ.FT. z �nll�M i ' I I M��/YAK I u J 4. PLUMBING DRAWINGS - � I� 7 �— ` 7 � IIIIIIIIIIIC'll— ,iI_ TOTAL LIVING AREA. 3,044 SQ.FT (1)• � Mil- - 7. LANDSCAPE PLANS GARAGE 603 SQ.FT. 8. LIGHTING PLANS a= —` - 9. CABINET SHOP DRAWINGS — _ �._ ,� _ STORAGE/UTILITY 105 SQ.FT. 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGSr-t— t 11. FIRE SPRINKLER (IF APPLICABLE) - ENTRY PORCH 123 SQ.FT. I= 12. SOLAR PANELS (IF APPLICABLE) - _ �; COVERED PORCH 157 SQ.FT. 0 o 13. ELEVATOR PERMIT (IF APPLICABLE) _ -� i w _ - COVERED DECK 266 SQ.FT. CZ 1 ,���.z..._.._: .,-,..-,_-.-----...-1.-1.1_,............1._-1,1..1-1—„i..„-fte.ii. -.._„._,i_,___.m,..._..._.....-..............., 1-,..--.i..._-...--._:-_-.__:,.-.-_..__--..--..-.---:_.-.--._.., ,.s7-,:.,.-v..4.i = - / n -- _ -> � �- � i _ ^ OPEN DECK 258 Q.FT. _--.-.-_..__.. —'" - ;. . . , ==`� .I! MASTER DECK 52 SQ.FT. :em s— �_ +- ! _- _ �_ Z. �� / `fit �i �— � r. / LI OWNER / DESIGN INFORMATION FIRE AREA: 4, 193 sf DESIGNER INFO FIRE FLOW REQ. = 1 ,750 gpm N L DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. - rn c EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM Q o NEAREST HYDRANT = o 2) DRAFTSMAN: JESSE BASS - STRANDBERG CONSTRUCTION INC. DISTANCE TO ROAD FRONTAGE 3' - 8" z o Ui w EMAIL: JESSE@STRANDBERGCONSTRUCTION.COMIlir I �.� Q Q N.DISTANCE TO FRONT OF GARAGE 213' - 8" w o • "' Ess c rn � z � U N BUILDER INFO - Q o z . m § NAME: STRANDBERG CONSTRUCTION, INC. HYDRANT: #664W. ADDRESS: 2018 R AVE., ANACORTES WA 98221 FLOW TEST = 2,011 GPM m "' Q �' TELEPHONE: 360-293-7431 THE H END RUC 1K_SRESEDENCEw Q OWNER INFO 0 NAME CHRISTOPHER & MARCIA HENDRICKS 2803 W 3RD PLACE , ANACORTES , WA 98221 z Uj ADDRESS & TELEPHONE AVAILABLE UPON REQUEST w 1- O U- 0 O LAYOUT PAGE TABLE z CO Q REVISION TABLE 1- w Z CONTRACT DATE w N PG# TITLE COMMENTS PG# DATE DESCRIPTION w N COVER SHEET " Q (Y) 1 J Cl SITE & LANDSCAPE PLAN w 0 o C2 STORMWATER BMP'S o i2 12 0_ 0 � C3 CURB , SIDEWALK, AND DRIVEWAY Z co w0 AO ARCHITECTURAL NOTES = N Al FOUNDATION PLAN Q ,- A2 FOUNDATION DETAILS Mg w�z� ¢a�a A3 BASEMENT FLOOR PLAN �z�U u, tea°= W aZZ. ..¢mo HUt A4 FLOOR FRAMING PLAN w 60h- ox=za zw 2C)N _ 2,-HO A5 MAIN FLOOR PLAN HI ��?xa v♦1 w� ui� MI; booA6 ROOF FRAMING PLAN � HI¢5_o,zTahle R406.3 Energy Credits �oZ�� Ng A 7 BUILDING SECTIONSEnergy Zz�Zz oa_ Option No. Category Select Options Credits Brief Description of Selected Options* 0» U 0.28 4'J _indows/R-38 floors or R-10 Fully insulated slab Or °zz A8 BUILDING SECTIONS 1 Efficient Building Envelope Option 1.3 0.5 J�Uoo 5% reduction in UA amu0 0002 FZU� 3.0 ACH50/High efficiency fans!For R-2, 0..3 cfm per ft2 at 50 g E o A9 EXTERIOR FLEVATIONS 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 ./ o� Q Pa. High efficiency fans wao� High Efficiency Fossil fuel-fired furnace or bailer as primary � Al 0 EXTERIOR ELEVATIONS 3 High Efficiency HVAC Option 3.1 1.0 heating system (Min AFUE 96%for furnace or 90 I¢for boiler) OWNER APPROVAL 4 High Efficiency HVAC Distribution System Not Selected 0 0 SO STRUCTURAL NOTES - INITIAL: S 1 ENGINEERING INFO BASEMENT PLAN 5.1 Efficient Water Heating Not Selected 0. - PAGE #: 6.2-6.6 Efficient Water Heating Option 5.5 2.0 NEEA Tier 3 heat pump water heater S2 ENGINEERING INFO MAIN PLAN 6 Renewable Electric Energy 2,40U kWh Option 6.1 2.0 On-site wind or solar electric energy PAGE: 7 Appliance Package Not Selected 0.0 - 1 of 18 Total Energy Credits 6.0 _- DESIGNED BY / VICINITY MAP- NO SCALE \_ ___ _ ___ _ - J. STERLING , / / , / ' N LAND APE LE END i i / /_ dO ---- � ..a lal- �'�� is�,'�� DRAFTED BY: N / i / S89°39'39"W- / / -- -- -- — — la LAWN AREA OR J. BASS �' -/ i' '� /' / --_ --- -- EXISTING VEGETATION 1 c -----___ j >:, /' �� �; —"���N ,'�' 1/8" = 1' U.N.O. /, 6 SD SIDE, 4 — o/ / 1 CONCRETE DRIVE HH - SS & SD EAS E M E N l — (VERIFY) , =/ 7 / K DATE o // /- — ��� �' / / �/ / r��' / / - - _ _ o��is�.� - - B /— ���ie�.� - - - �' o��is�.� �=� — o�a.si�.� / 6-1 1-21 73 / / I �// \ O 11 �/ / �_--" —_ \ _ / 0 = MULCH - PLANTING BED ,____y / 7 ----- I 611 SE / -n �� r 61'-0 / 10'-0" \ ' / / �� E 5'-0 r / - -- S I - _, / ' -r— \ 1 / �'I /' / 20' REAR SETBACK /'�' ! 1CD i r" // / /'/ / / ''/; 1 1 ;�' �� _ __— — //� 1 EXISTING BEDROCK _ SIDE 1 / // � - I _ / / _-- / �, m ;' — 150� I r � r Ark / �'\ / .., ,., / // I lil/ ��/ �/ �� �� /i / / — i / / / / / / lEr- 01) y/ // /// / At f /+ / / 1 N I , _ __-- �� i--zv--/z/z _ ti ;*14 0 W DECIDUOUS TRE CD E Sii \ \ \ �-• _� �_ { •N . V V i I I / // 7 I I rIV / /----------- 7-/7/ / ./ ./ \ \ _—.7"/ / ,.. I / / /' - (C2 �� ` r ' v — (1) f"-.- mow':,: ST-1 CE ����' ti // / / / 1 Ott % -- , r —\ �� I / / ❑ . k —� / / / 1/: / / _' _�, A \\ �----- y - — ; - r �� ��. / _� �/ / I�' i/ // K,',/� �'�\ , \.1,\\ vv A m = _ i / // CONIFER TREE. �. t / / /% — / I/ 1 /� / A // T �— v\\ ,$ d / / / —// _ i ( I / ��— "I Ill I Ill I d— i / __ I A - —� A LLl I ��/ 1 / i4 —/ ---"-- L 0 T / / I r.----_ / V A/ / �� \� V 1/4\V / / a 1 '�,/,, / / V , t- 15 5 , , It \\ \ h fff �� .'" / / // / II i /I �// ® •'' ` / / �'�/ \\ .. z ti rn ,�/ SHRUBS / PLANTINGS N / �� / ��� / /' / / I a�/ X // / /, // A ® LLJ _ o . -.---\ \ -/ \\\\szT / 1 / / / / II i /� 0i / O = IC l / I \ \ P / ' / O: / \ LLf O 1 I / � �� 1 ,! ' �/ is \---\-\- \ �� / / 2 / -- / / 1 0 / * ii i / / i \ / (n - rt CO 0 / l i / ��� / i �,��v / - - �/' , ' / �'v v \ �_� I o / REQUIRED LANDSCAPING V \ I CALCULATIONS / e. 77 7 / / �/ / / / \ I I �\ Q� � / / / A \ \ a f E / / / / 1 ....--'-/ / �� I/ I / -- / I / SITE AREA 13,499 7 ' ' / I / \ rQ.Fr �� - \/ // \ \ —ram -� / / / / / / / / / \ / / Q \ _ / / �� \ // �' �/ / / / ✓ �� f I� V �� \� ' / / \ \ \ 60 // / / / / 7 / / — 5;; , O \ / r\—� \_�------ - -- �/ / /%OFSITEAREATOBELANDSCAPED 20%-R2AZONE / i / /' / I I �\ �i; ` I / / / / / / /� \ � // \`\ /i —// %/ > \\ /� _ /// / (PER AMC TABLES 19.42.020 .030) 2,700 SQ. FT. REQUIRED N / / '' /' / / / CU / ��' 1. SFR/ / / > / / / 3,000+SQ. FT. PROVIDED / I / �l / / z / \ i—— / / / LL / 7i / / \ +\\ c / / / / _ F2 —"% / / / COMPLIANCE WITH AMC CH. 16.50 TREE UNIT CREDITS REQUIRED: / I i/� /� !/ / —/— I / / / 7 / / / / ' / / ' / / ! , \ VG. ORG. GRADE = 161.19 �� ��/ �� \ / / / TREE PRESERVATION 14 TREE UNITS REQUIRED / / 7 ' / / / / / V U ��., � �A / �' A / 7' / 7 / / J I / / (-1 7 / J/I Q�' e! <'�� / , \�_ % \ _� �� / ` 1- _--� i / / / (SITE AREA/1,000SF) O /'� / / CDI \off i � A �� t U _ / _ = 1 i' F \ V �� _ V � \ v I I TREE UNIT CREDITS RETAINED: �� / % / // / // / I /�1 �� \ �� �v� . A \ v /� / CREDITS REDTAINED(VERIFY)IT 0 / 7 7 7 % / / I I +� w v v 165 , / / / 1 p 1595 \ / \ \ \ / TREE UNIT CREDITS PROVIDED: N p / _ �/ / / / (I O e�ev v �� ,� v / , C\ v I I / 7 NEW DECIDUOUS TREES N ACCESS ESMT. / ALL OF/ LOT 5is , Ill, , . �\ / / \�_ a 1 (MIN. @ / / , / ♦ \ / / \ 3 2"CALIPER 6"ABOVE GROUND) COIn i �, j / / / // TREES / —��/�/ �r� *\, 0 V /�\ �� ,/ \ \ B / 4 NEW EVERGREEN C / PANHANDLE IS A � ` \ I C2� / (8' MIN IN HEIGHT)N QFOR LOTS 5 & X' � / / / \ /' / / / (n / / ' / / // ' / / / / /' // /' N //)'r '/ /,\ V \ �� ,/ // 1// di /� / O Cn L/' / / / / / / \ i' / / ���� * / i LL LLJ N/ // /' / ,'' _ //' �' / PRIVATE A E �'',% ;' /'�T \\ �� i itook"—s \ a ° ®'� I` "" 1 // /' LOT INFORMATION z o UJ W12 • ' ' ' CC SSa ,...... . ______ ' / ' 7 /' \ \ ♦ �� V - / / Q Q i ——- - - �� a / / / / / I \ \ \ \ \/ A I �` • O� "0 ,' /' ' ;ESMT TO LOT 4 & I \ \ \ , // ° a a a a \ 'I � ��C2> 1-, / , PARCEL# P127424 o z N 7 / 7 / / / / CD CI:1 - -- - ' 7 7 / / / / / -- I v v y' ' / . a a '� �< \ ,,e / / LOT SIZE . 13,499 SQ.FT. Q o to / / ,\ ` a Q�/�� / m N Q d Cr) /' /' ' / /' / / I \ ,� ENTRY PORCH I ° A a a ♦�' I 7 29 / S F / / / / 12 �'' ♦ \ 295 SQ.FT. a 9, I 0/ i / I \ / / ® , ,� \ I / CLEARING LIMIT AREA: 9,4 + - <°°' 1467\ \ ,--- V Z \ . — i' ' / / / / i A / W 7 7 �/ /' 7 7 /' /' / / / '/ /' /! ,/ / vv vv '� a d� /'--- ----- -S�� `4' \ v�\v /' MAX BUILDING COVERAGE: 5,400 SQ.FT.7 / � ' U \ _ N /% /'' / /'' 7 ,'/ /\,//'/ /'y j // i // v Ae,� /, \ , v 1 / /� ACTUAL BUILDING COVERAGE (23.93/o) 3,230 SQ.FT. �/� /' /' / _ / / / \ h , o \�, A / �� V J _ / ' / ' / C A ) e \_ \ �� /� / IMPERVIOUS ROOF AREA W/ OVERHANGS : 3,471 SQ.FT. _ /' - / �' / ,/ ///'// / / 7' / / / / V� / �/ / v / � 17 W �-- -- —___ i \ / / / / / ` R �: �� // / / / / — i - / i / / 7 / / / / / I t .� / 7 PAVERS DESIGN ®' '� GARAGE /,� /> I / i / / / / / ' / / 7 A / 1 °,EFBOA\ � / VVV �� /' /� / IMPERVIOUS DRIVEWAY& SIDEWALK AREAS 1,298 SQ.FT. 0 � �� — -- �' �' �' / / / / a ,• / / ' � i / / - / ,/ / / I / / ,I F FF = 168.5' / \� LL. 0 /' / / / A ------- — // /' 7 7 ' / %/ // I / I /' AZL / /'SOIL •TOCKPILE ' / TOTAL IMPERVIOUS AREA: 4,769 SQ.FT. z/ / I CS -__ _ I/ / / OVERALLBUILDINGHIGHT: I—/ ' ; - / I / �/ I \ 1 / co/I/ = 1 �� I MINIMUM REQUIREMENT #2 BMP'S w ___ �� __--- _- _ d\ 416 �/ / / �/ /'' / ' / / COil _ Qa \a Y' __-\------..\ \ \ /� ' l i / i "�— / ' / A a V - \ \ X// / // — CN 7 �� \----- >,/ v / 1 / / , Ivn 1 1 / LU CV --- / /' I a A �v _ —'v �� �� ,;�/ .� A BMP T5.13: POST-CONSTRUCTION U W (� 00 / __�' CATCH SDI a ;63�s v �7 wv , / // �I I / / / / -- C2 SOIL QUALITY AND DEPTH�� � / , / HTLINEI ■�� a 31 � vA ,� r��'ii� l i i / / H / K / TIG / a a v �' a i// /�' / / 7� / / / / - \ ,/ / /30 i DRIVEWAY CATCH BASIN I 1 as iP \ _ �� , �/ / / / / / / __ U r , a. /r 1 , , / , , TO TIE INTO SD TIGHTLINE 1 Av w N ' ^ % �® \ �\ ' I /\' 'r \/' /' / / /// / / // KB BMP C233: SILT FENCE EiE �/ // /° �v __ - . /�/ / / �� //// ' '180•/ C2 — / v \— \ ' ' ELEV / / /� // / I III I S89°40'S9"WA / ♦ ' 1 // / �� w s5.� 11 ��s��r�. _ _ a AMI' ��N ' o +I �R �� a /v a v / �r // / C / /w w w * w w a _ a �'� m �/o s CO. NEW / �.% % k /// / // _ �,[,,i/ / C BMP C105: STABILIZED CONSTRUCTION Ct CO T ■ ■ ■ ■ a N O 13 9 ON / / a /a \ �� '' ' / \ I / �/ e V / I / I I I a a - oPos�, / r \ 1/ �/ ///// / // Q C2 ENTRANCE / EXIT / / / / I I I 16% a a ° ■•■•■•■•: a 00 / / a --a -\ �'/ 1/ , _ , . / / / / / / 1 85 A J z A 2 pR a / '/ // / / / CO I I 1 I SLOPE /� A a / / / �/ / / / / y ■���■�■�� ��° / a a / / / D STORM DRAIN INLET PROTECTION o 1 I 0�0� ®■.� A ti .� Alk C2 1-40.20-00 a a 1 a 149 � � / / / // 1 a / A !I Ia I •'" 6� j A / °j; / / / I a I A All A d A a ( a ° I a a° ._ a a I a ICO‘\1 - ��■�■ ■�■®� - DRIVEWAY �y��� /� / / /,/ O� � �by�////// / // / -- a A a a A __ ■ ■ � 1,293SQ. FT. <�Z a // BMP C235• WATTLES a l p a allo // / /////// E A I I Va a a I 6$ A la a I a al I I o°I a as I a h / 2� / a L� a A / / / / / // i' C2 a A a �I a a ��• QS,w a A a I a a I Ia a� I ° / a / / a / / / / a a Q p a° a 9 g°� a �Ia a/ I a a a / / _ 0 I �� / �a a / / / / / — zLLz� A y a s6AII °__��---a PROPOSED D L I aI 1_ / / /' // / BMP C123: PLASTIC COVERING AI� II --� —��— -- P OCA IQ� a / �i // LL �w —h — ° ° a la �, I I - I �I ° a a - ' .� a / I a a // / F 00 PORTAOTTIrza44 Q a a a a sa� / / / / /' C2 / SOIL STOCKPILE o�a a , -,OFsI I \VVA <� / / / �/ / / ki3 a < s I I I A Q4 I a (eN a // I//C > 1. // / / 7 GU = QC2 �LL � 5'-0" 10SIDESETBACK / i//',/ /%///' C2 BMPC154: CONCRETE WASHOUTAREA/// / / �^ 0Iza =>wZ 0\ co 1 L T 5 _ / ,// �/ / /' '' o .,zwo „� _ _ _ _ _- ��s,« 1Lr _ __///// /V // / / BMPC130: SURFACEROUGHENING z C2 Z // ,/ // / / / / / / / / < w a Z Z 13 499 SF ' ,r �/ / Qao�o a W Z 96.97' 10 ,/ //' /////// //////// z/ / < -i arto�z �, __ „ �/ ;;�; / /,/ CODE & PROJECT DESCRIPTION J QOz N89° , S9"E / v EXISTING TREES (VERIFY) / �� \ / _ / / /�/' / / ZONING: R2A �( zz,lzo 7' _ �/ _ __ �' --�/ �% OCCUPANCY GROUP AND USE: SINGLE FAMILY RESIDENCE W COO /' // - // /// /// / PLAN AREA CONSTRUCTION TYPE: TYPE-V ��zu,z» / / 000ww / V ' ' / / / / / ua�zz / -- ///' / ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND °F�oo \ lc) / / / / ;////// / MAIN FLOOR 1 ,886 SQ.FT. amo \ wo / �__�_-� / / / / ORDINANCES AND THE FOLLOWING: = C 1 / / ///// / / /// -2018 INTERNATIONAL RESIDENTIAL CODE 1-6A18L11 »Z CC2>\ / / / // /////// BASEMENT 1 ,158 SQ.FT. -2018 WASHINGTON STATE ENERGY CODE CO WATER METER N0\a5'E % / // C3 , — ----j/ // i/j/ -2018 UNIFORM PLUMBING CODE: LL�o(VERIFY) 20 PUBLIC \ ,/ �/-"--- , ;' Z,/ / // / TOTAL LIVING AREA: 3,044 SQ•FT•vWNER DESI N INF RMATION ' / OWNER APPROV ;= UTILITYESMT. c)...._---- // / GARAGE 603 SQ.FT. ' / /' DESIGNER INFO �� / / DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. \ 45 /� / STORAGE/UTILITY 1 05 SQ.FT. EMAIL: JASONS@STRANDBERGCONSTRUCTION.COM INITIAL: PAGE #: // \ / ENTRY PORCH 123 SQ.FT. DRAFTSMAN: JESSE BASS -STRANDBERG CONSTRUCTION INC. FIRE HYDRANT #664 EMAIL: JESSE@STRANDBERGCONSTRUCTION.COM 2,011GPM @ 20 PSI COVERED PORCH 157 SQ.FT. BUILDER INFO C I NAME: STRANDBERG CONSTRUCTION, INC. DISTANCE TO PROPERTY 3' - 8" // COVERED DECK SQ.FT. ADDRESS: 2018 RAVE.,ANACORTES WA98221 DISTANCE TO FRONT OF GARAGE 213' - 8" 266 Q TELEPHONE: 360 293 7431 PAGE: OPEN DECK 258 SQ.FT. OWNER INFO / NAME: CHRISTOPHER& MARCIA HENDRICKS 2 of 18 / / / MASTER DECK 52 SQ.FT. ADDRESS &TELEPHONE AVAILABLE UPON REQUEST / BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND DESIGNED BY. jJ BMP C154: CONCRETE WASHOUT AREA 0 BMP C235: WATTLES Q BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT O 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 OFF-SITE,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 DRAFTED BY: N 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 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 BIOFILTRATION;WATER INTERFLOW W STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS J. BASS SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL c 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 TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://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, -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, co -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 FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, 1t = 1 INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER 1/4 1 U.N.O. 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS I- FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL 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. DATE Lu DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. CHEMICALS,CAIO THUS LIMITATIONSUCING POLLUTION THROUGH PREVENTION. I- APPLICATIONS AND -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 6-11-21 EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITYAND 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 QUALITYAND 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. 3rri Mirimk n AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES n SIGN GUIDELINES laSHOULD 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 La1ri and fl ging -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 U 0 = 0 or7 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 Sandbars -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 -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,ATci) Tv Berm Sandbag -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. Odd 1 0 PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1 --�� ICI mil plalit lining IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE ` 01.ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% 2 AND INTO THE SOIL. , 14,11,3 ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. CJ WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN 4 THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF Cf) Varies 0A 0 ALSO BE USED FOR STAKES. ^" INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE 0W X f STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDINGtibia, SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, A er 1 m ABOVE THE WATTLE. WHERE FEASIBLE. ; 0 c>_ U 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. Berm MAINTENANCE STANDARDS # ,• 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS n ..2 -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, fir, A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE N ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. im * 1 f]fJ'min. COMPOST SPECIFICATION FOR BMP T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE o v00 alsCtlOti _ y y - - EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN f 10 end plastic fining , a, '`,.a ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN a i Plan ?+totes: - illri RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND 1. Actuallayaui #. * LOWLANDS REGION. C 1 m determined in the field. B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR ° Type "Below Clyde*' 2. A t4rttrefe washout Install driveway :- - OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING N sign shall be installed advert if there is a THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. o signwith rY iD rn 8f the roadside ditch present ! _ ,A, THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Z 4 L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE a 3rn Minimum temporary concrete spells ' ` illii METHODS LISTED BELOW: washout facility. ;� 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. o {. ¢ #� 2zir kg. .AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED Mod frame .40.1114110.-rdirf. APIP4/4111A4 RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. B P s2curefy fastened C,eotexlile ` , ` 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST around entire +'TA 181- ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTSe. ,EITHER AT A DEFAULT"PRE- e perirmleter with two 3' _4' APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. w 12 stakes - (.12m _1,4 • 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. LI varrts H 14 fnik r MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE 4. • DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. 010 tic liniri r �� E \ \If / ' MAINTENANCE 0 .,, { • Notes: i� min. -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT FROM tJ Stake(typ_) 1 '{ Pr 1. Driveway shall meet COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. Straw Ie11s mull be w 12'minimum thickness O J the uirements of the -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREAAFTER INSTALLATION. { ¢ Section B-B Iced along steps i'= Adjacent rails permitting agency. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. tJ conic Lys ti� 1041 tighlty abut 1 -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER N 2 /0 mil plastic lining ti N �, Two-stacked •'~ 2_ It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. v) 2x12 rough Plan the entrance be of ingresslegress wood frame ': area Q 0 0 . \ crowned so that runoff ~ drains off the pad. 0 P Type "Above Grade" with Wood Planks NChTTCS+'�4L1= AN ''- b . ' 1- > w M 11T-26(3-Im) A' W 0 L P S M f tYU Figure II-4.1 .7a ,c,4 Figure 11-4.1 . 1 J oo N �' Q Concrete Washout Area ' f°.. Stabilized Construction Entrancem •Q N Q co Re�rlsed,hrye.21g15 Spatting depertda ,. # • Revised June 2015 DEPARTMENT OF bri sniliypeand '� DEPARTMENT++OF I I I ECOLOGYstopoiepness h: Sedirrnl,�rgailiG rrialrJLef_ E LO7 • �++ Please see hftpl�tvsvw.ecy.tva.govdcoPynght.hlml for copyright noCic including permisslnrte Please see hltpiMwxw.ecy.wa.gov/copyrighht.htmIfor copyright notice including permissions. State of Washington kmitalion of liability.and di.clairrer_ and native seeds are Slate of Washington limitation of liability,and disclaimer. r __ c.ap;ured behind the rails. �./ Z w 0 BMP C130: SURFACE ROUGHENING ..,. CI STORM DRAIN INLET PROTECTION 1-40.20-00 w (- Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE 0 Q LL Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity,increases infiltration,and provides for sediment trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE Li_ - 0 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'(75-12504-r:) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A , as seeding, mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE z V $"-I01' Dia. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 15 . 11-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. Q CONDITIONS OF USE: ( ) 7 -All slopes steeper than 3H:1 V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. 1 {Z�251mm) CONDITIONS OF USE Z L .. -Areas that will not stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. W Q r Slopes with a stable rock face do not require roughening. - SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF - N -Slopes where mowing is planned should not be excessively roughened. Live SakeTHE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. J w (N •'. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS 0 r , 00 % �I/ OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. U y, 1'x 1"SCE DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN Q L -(25 x 25a1r11) � ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. I-, fGRATE . te a U R CL E k NOTE: w _ �� 1_ Straw rod installation requires the placement grid secure slacking �- f �� _ I ' of the MIL in a bench,3"-5"(75-125mm}deep.dug an contour. ill 0 ' s ue- Runoff must nut be allowed tt run under ar around rdlf. NOT TO SCALE sE°"'is'rrAND cows Et lial�� �, l f II OVERFLOW BYPASS . �. ,# r 'f` BELOW INLET GRATE DEVICE Joints in filter labile shall be spliced Z _ _ Figure I - '! r .• at posts.Use staples,wired s or L MM �'J ti�4! #� �� equivalent to attach fabric to posts O :1111111r-kh,1 _116 1' ' - Wattles L WATER . . '- : . 1- i '.z.... ION Rliaiter9#+ttwamt5.er 2015M- 2"x2'b71 14 Ga.wire or equivalent. DEPARTMENT OF0 if standard strerigthlabric used = (�I ECOLOGIC Please SttlB fttlplJLrwtix_dCy_w .fO+�k`11p1+rl0htlkrfb 68e tpYth elateincluding permissions, ..•+•+ ■•r••r•rr•t� • ❑ a ►.V*4'4 + ■••••••••m ■ � ''or State of Ywaafsingto-n finiil r1r11�fiadlily,arid ilrlsr_ ►;►" ;' ,a•••Ilrretr■ a _ . ._ ,,„,,.. , ,..-mi._ ...iii,!.• .ri.. fl= i_4=11.- =I.. .. 4 k Ve• V-4,..0 140 MilWitiM RV IWRW*44%4•44 64 141.4.4,••I I•••= _1 z>- +++ + ♦ +++A••1••1tr■ F++++++ ++ + ++++F++� Tfackin Kith rna.thin U and down n a +++ • +++++++.. ++ ++++ +++ �a ❑ i++++++ #*6 +++ +++++++i++'!i i i= ( wo;c31,�• � +t+s, tF • i•tt+i o a ® BMP C123: PLASTIC COVERING +:: + ::. ::: ;:= =� - z�1rie si.pe pra.'idl9S+gr�abveS Ma't Wlidlgii. a a a '�i + '+:6 qq'4** ' n i o catch seed, rainfall_and n5duea runoff. PURPOSE: + 0 '4*p. �� Q. o ,tom PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. 1 *i*+**+*+i* 94 49.)� I C as � � SWIMVEw 3*+�+r s s+r+f+s. `1 a ,+, 1 R G Z w v w SCALEF r .-. Ox CONDITIONS OF USE: NOT �• l V � ' M3Qwo Tracking PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, r 1 1-f- -' W �'N�Qo EXCEPT AS STATED BELOW. I I I I z a Hlw PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum IJ.• .6'max 09 I3 WRAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x4"trench I { I o==� MONTHS)APPLICATIONS. L a W 0 -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE "_z Zoo . 11 Posts c� maybe increased W H w W O Ik�` ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. 2"x2'woodposts,steel H W 3 a Z Z II II• -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON-SITE to 8'if wire backing is used .�N=LL 11II=1l• fence pasts-or equivalent a a o o F=11=11 11• MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY DRAINAGE GRATE < ,I Z W o r6 11#11=11#1 CLEAN WATER AWAY FROM THESE AREAS. -rECTANGULAR GRATE OWN RETRIEVAL SYSTEM(TOP.) a 0 o Z =11=11. L z°ZWo II. I�=t -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. N W n m 11= -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND i: ,$3c 11=Il: .1,�Y!P11=i, DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL, UP TO$1.50-2.00PERSQUAREYARD. °zcaZ 11=1 � l 11=11=. 2%2'by 14 Ga.wire or equivalent, N = 1:� II-ff-11-11- -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. 2 Z W Via¢ tl� 4 ++ if standard strength fabric used 6 6'Z» 1-H-if-II-II-it= THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY r� i�____ wozda 1i-11-11-II-11-i14 FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY �� ! °�°ZZ 5f}' G"min -11-AiRiL RUNOFF FROM A PROJECT. .' ma 1�- .1 ZWK00O -'71 1m is, i9-11- .1 a 1[=11:1` (15rr1) (154mm) =II11� �11Mw ...,..,., 1w[ m I -I111=11 Filter fabric _ _ -111. p .. Z Zi. 00021-1� -II-II. -11:.II. 14A -II aZ°z111P11- 3 -11: .' 2'rrdnH(I) o�w° .1Z aZ II-11-.. E .1 H �Z1 it 1. ■. _ ��ii-11 � CnOur Ellrr 1 ,►�rr ,>= eE rA� ,Il llr'�11411r Ma_xinlurn BackE�u trench with •�.�.. 1=11=11=19- * * - OWNER APPROVAL 11=[[=1111*h. % EFTA � 1.5'vrashed gravel 12"min. GrboveS.will catch seed,fertilizer, .�i=11=1=11=11= .1. �' ' 411E 1AAENING ON ED =I I=1111=11.`1.. a=l= �' LANDSCAPEARCATIECT Minimum mulch.rainfall, and se�ease runoff. INITIAL: 111111-11- .l.=_ I=11�1 a 4"x4"trench II-II-ii i f- , ,i-II-II-l-[1?=. PAGE #: =11=11-[I-II-t1-11= 1=11� MARK W.MA€RER -11-11-11-11ll1i-11 - ISOMETRIC VIEW CERTIFICATE NO.coarse 2"x2"wood posts.steel NOT TO SCALE I.Yiw 1.0......iw.....r.M.41,0w- fence posts, or equivalent ....•,.. wows nEs...�....Ae.�-.®..n NOT TO SQALE � ' C2 Figure . • lel Figure 11-4.2.12• Roughening Tracking and Contour Furrows . 9 .4 •W /- STORM DRAIN INLET PROTECTION STANDARD PLAN 11.70-00 SFlEE770F7SHEET Silt Fence PAGE: DEPARTMENT OF APPROVED FOR PUEUCArtON Revised October 2014 Reuis9d,kveie 2015 DEPARTMENT OF : ECOLOGY Pasca.kotich I1� � 3 of 18 Please see o l+w►v_scy wa.pO+d yri rthtml For cx�p,night notice inch dial permissions, ••• ECOLOGY State of Washing Ion limilairdn of liabriGfSr_and disclaimer_ `"-"`'�"`"°"°ip"""'"''T"___ Please see f�tIp11ww4v.ecy.wa.gov,4eopydght.hfm!for copyright notice including permissions, Slate of Washington limitation of liability.and disclaimer. DESIGNED BY. STANDARD PLAN F- I 0 . 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 DRAFTED BY: o N I I VARIES(SEE CONTRACT) I J. BASS -_ FACE OF CURB VARIES 12"TO 24" ,- FACE OF CURB i FACE OF CURB i FACE OF CURB y BROOMED (SEE NOTE 1) VARIES(SEE CONTRACT) m VARIES I 6 112" I 6 112" VARIES FROM 6" (IN)TO o"(IN) FINISH (TYP.) I BROOMED DRIVEWAY 1/4" = 1 U.N.O. -N 1" 10"TO 22" 1" I I MAINTAIN 1H:eV SLOPE %f ,!�' 318" (IN) EXPANSION JOINT(TYP.) - FINISH TYP.) L (SEE CONTRACT] 5 112" 1" VARIES 1"(IN) ON SIDE OF CURB CEMENT CONC.PEDESTRIAN CURB(TYP.) SEE STANDARD PLAN F-30.10 (SEE NOTE 1) ( ENTRANCE -c 7,. _\ I. (IN)R. I I f I (WHEN SPECIFIED IN CONTRACT) -- r R. / I SEE STANDARD PLAN F-10.12 SIDEWALK DATE o MATCH ROADWAY MATCH ROADWAY i (IN)R. I MATCH ROADWAY / (TYP.) w 1/2"(IN) R. MATCH ROADWAY I I SLOPE / 318"(IN) EXPANSION JOINT CEMENT CONC. SIDEWALKz SLOPE tic' SLOPE SLOPE 1f2"{INJ R. CEMENT CONCRETE -- s-1 -21 II ______, 3"(IN) R. [TYP•) - SEE STANDARD - SIDEWALK I112"(IN) R. 112"(IN) R. � �II c is 112"(IN) ROADWAYI 1 1/2"(IN) ROADWAY (TYP•) PLAN F-30.10 /*NN\ SIP a ROADWAY v cIO- R'• ' D /,,,r iv A r r LL 0 > - .., _ MATCH SIDEWALK WIDTH . 1 • •' p " P. a . P A - 7 i _• n y . . a I w.. , . .. ," - ' o r�l� p :ij/_ / f (SEE CONTRACT) IVI w- � I • ° ` " b I ° , ° *� > } _ C CD FLUSH MATH GUTTER PAN AT CURB * 7{r -- I I C LRA AT DR RANCEY ENTRANCEERTICAL r , i 0 (SEE CONTRACT} 111Y2" _ 111r2" d �?' 6" } 1' B • I I I . I I DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION ' ' CY) TRAFFIC CURB AND GUTTER I TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY I I 0CEMENT CONCRETE + TAPER {TYP.} DRIVEWAY ENTRANCES AND GUTTER (SEE NOTE 3) $ 0 2 5 PLAN VIEWCO DRIVEWAY ENTRANCE L USE THIS DETAIL I TYPE 1 CURB AND GUTTER NOTES (TYP.) (TYP.) SIDE SLOPE(TYP.} (SEE NOTE 3) L1 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 - 15' MAX. (SEE NOTE 6) F VARIES 15' MAX. (SEE NOTE fi) F expansion joint with 318" (in) joint filler alongthe drivewaycenterline. (1) W $' GRADE [TYP.] ~ (SEE CONTRACT) (TYP.) 1/2'(IN) LIP BETWEENr 1"{IN} R. BREAK GRADE See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 1/2"(IN) R. fi•' CEMENT CONCRETE NOTE - GRADE BREAK-• , with the centerline as required at 15' (ft) maximum spacing whenAND CURB OR SEE CURB RAMP,LANDING, - l BREAK NOT STEEPER THAN [SEE CONTRACT) (SEE CONTRACT} ID i CEMENT CONCRETE OR 1J2"(IN) R. <r \ * * * * 4 driveway widths exceed 33' (ft). - -- CONTRACT PLANS 0o ASPHALT CONCRETE 1"(IN) OR IDRIVEwWVAY 1. See Standard Plan F-30.10 for Curb Expansion and --� ROAD GRADE SIDEWALK OR PATH R. ENTRANCE , . , ' 2- See Standard Plan F-30.10 for sidewalk details. 112" (IN) R. (TYP.] VARIES FROM Contraction Joint spacing and see Standard * 1} DEPRESSED CURB AND o J" s"(IN)TO 0"(IN) Specification Sections 8-04 and 9-04 for I � I~ GUTTER(SEE NOTE 3 N 17:3 i 1 3. Curb and Gutter shown; see the Contract Plans for the I, -� ) 11111111111111111 8" additional requirements. PEDESTRIAN RAMP 1 `- PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for - • ' ' 318" (IN)PREMOLDED JOINT FILLER / CEMENT CONCRETE I 3/8"(IN) EXPANSION JOINT (TYP-} Curb Details. DRIVEWAY _, { . o SIDEWALK(TYP.) SECTION Am (WHEN ADJACENT TO CEMENT 3/8"(IN) PREMOLDEDSEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, )unction boxes (SEE NOTE 7) SIDEWALK `- DRIVEWAY RAMP CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 3r8"(IN) EXPANSION JOINT(TYP.) '- o ROADWAY1/O" LIP BETWEN 5 Where "GRADE BREAK" is called out, the entire length of the SEE STANDARD PLAN F-30.10 SECTION 1 C: I C15 g CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURBR GUTTER 9 �J (SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. CONTRACT) LEGEND ° AT CURB RAMPS, LANDINGS, •1r2"(IN) R. 6. The Pedestrian Ramp length is not required to exceed15 feet 1- AND DRIVEWAY ENTRANCES (TYP.) DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying ` SLOPE IN EITHER DIRECTION (SEE CONTRACT)imm rl AND GUTTER - the 15-foot max. length (measured from back of sidewalk) the w * io (SEE NOTE 3) runningslope of thepedestrian rampis allowed to exceed 8.3%. * 1 79 OR FLATTER RECOMMENDED FOR pDESIGN/FORMWORK(2% MAX.) all) 0 In y�Tj�r�, .. : ' o . ' . - % Use a single constant slope from bottom ❑f ramp to top of 0" T , 7.5%OR FLATTER RECOMMENDED FOR w -_+z DRIVEWAY RAMP ' ramp to match into the sidewalk over a horizontal distance * * `-. F WAS 4 WA& DESIGN/FORMWORK(8.3% MAX.) C �1, w FACE OF CURB FACE OF CURB FACE OF CURB d.�'s 4 Y DRIVEWAY • -- 3/8"(IN) EXPANSION JOINT(TYP.)- of 15 feet. (SEE NOTE 6) ; yrti4 LL VARIES 12"TO 2A" FACE OF CURB `' - 0 _1 (SEE NOTE 7) SEE STAfdDARD PLAN F-30.10 7. Beyond limits shown. Pay item does not include driveway. VARIES 7 114" w4.1! SECTION ( B J See Contract Plans. o 1" 10"TO 22" 1" B 1I2" 0 "CEMENT CONCRETE DRIVEWAY U (SEE CONTRACT) "J" 4" •-," i2W: G Z ENTRANCE TYPE 2"PAY LIMITS tip. �fi 112" 1" 1 112"(IN) R. D ,17 34363 a rzs tY "CEMENT CONCRETE DRIVEWAY CONTRACTION JOINT[TYP.] SEE STANDARD PLAN F-30.10 a 1"(IN)R. 1"(IN) R. 112"(IN)R. 1"LINT R. '� ��`!STE�Q �� LU ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' -U" PROVIDE � t'f STE��q � ' O 112"(IN} R. III- �I J � A L �� CONTRACTION JOINT EQUALLY SPACED 4'-0" MIN. OC. 'S$�>� +�1k,' coNN i ROADWAY y l ROADWAY a . '� am 411111410._ r op r 9 . ip a . + ROADWAY 4_ ROADWAY DRIVEWAY f I 'a+ n ' p . fr d (SEE NOTE 7) Q n DRIVEWAY 0 ° q a D 4 • te o (SEE NOTE 7) CEMENT CONCRETE O - " :o .. ,vr v• A n CEMENT CONCRETE CURBS r-... CL.4000 CONCRETE _ DRIVEWAY TYPES 7, 2N 3RA 4CE co _cp z > ti -0 i . v r • n a CL. 4000 CONCRETE PER STANDARD SPEC.8-Ufi.34,AA Q r r . 4 . . STANDARD PLAN F-10.12-03 PER STANDARD SPEC.8-UB.3 ;\.•- STANDARD PLAN F-80.10-04 0 rY 0 . a, 1 314"1 kl 314' 8 1/4" �, 8 114" SHEET 1 OF 1 SHEET O SHEET 1 OF 2 SHEETS J ,_COoo N 1000. -411111%111., - I APPROVED FOR PUBLICATION tar / APPROVED FOR PUBLICATION m a N QZ (CDCO STATE DESION ENGINEER STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT ; ISOMETRIC VIEW ISOMETRIC VIEW .+ Washington Moto Deportment of Transportation Washington Stang Dapprtm.nl of TwnsporfoTion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB VI TYPE '! - PAY LIMITS TYPE 2 - PAY LIMITS WI 0 Z (/) STANDARD PLAN F.30 . 1 0_03 - CONCRETE SIDEWALKS STANDARD PLAN F.80 . 1 0_04 - CONCRETE DRIVEWAY ENTRANCE W LLJ H 11 MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS U - O z rn U 1'-0" 6" SIDEWALKSEE Z VARIES v / Q (SEE CONTRACT) �� FOR SIDE TREATMENT SIDEWALK 6 1/2" CONTRACTION 8 1/2" ti BROOMED _ (SEE CONTRACT PLANS) 318" (IN) EXPANSION JOINT(TYP.) 1'-0" 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 112" 1" FACE OF CURB FINISH (TYP.} SEE STANDARD PLAN F-30.10 z w z • 2.09� 1/2"(IN) R.(TYP.) CEMENT I MATCH SIDEWALK WIDTH W 12 Q N- ROUNDING 1/2"(IN) R. TYP.] \ \\���"'' rillw- �_ �� d { CURB NOT INCLUDED IN BID ITEM CONCRETE \ . (SEE CONTRACT) 'v 2.0% MAx. SEE STANDARD PLAN F-10.12 2,0%MAX� `t - • a - b v SIDEWALK �� MATCH SIDEWALK WIDTH J W N ��� '�`i � .' . �� j ' ¢ 1"(IN)R. p . ROADWAY * (SEE CONTRACT) -*t 0 (f) 0 00 6' 0. `i- VARIES fi -0' - \ 00 y jN � T 1 5EE CONTRACT) Q -t`6 SEE RAISED EDGE 3/8"(IN) PREMOLDED 1' �. SEE CURB FACE DETAIL >P � Ti • v C l\ ( ~ J D. * 4\\\���� 318"(ISEE STANDIARD PILAN(F 3U 10 v� ~\�\�� BROOMED V DETAIL-THIS SHEET JOINT FILLER \\\ _ WITH RAISED EDGE ¢ ,< ' FINISH(TYP.) Q FINISHED GRADE 1"(IN) BELOW MONOLITHIC CEMENT CONCRETE TOP OF CONCRETE SURFACE CURB AND SIDEWALK -- _- Q a • IO 11 i� LL 2'-0" SIDEWALK Et CY) NOTE y v \�1A u \ ` LLL.ILL 1'-0"11'-�}" MIN. (SEE CONTRACT) ,.., 4" w Lu CURB FACE DETAIL y Ul W 11 0 1/2"(IN) R.(TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ,,, \\\1 \\\ ROUNDING CURB NOT INCLUDED IN BID ITEM- route free of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION 1 oEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) f CO x.o� 2.a MAX.M pp t • sidewalk must have slip resistant surfaces, be flush with surface, and match .. O t. grade of the sidewalk. � (SEE NOTE 1) 2'-fi" 2'-6" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) CEMENT CONCRETE 00 r�RF'• �� 4 318"(IN) BUFFER STRIP(TYP.) CURB AND GUTTER SIDE SLOPE (TYP.) GO CURB AND GUTTER - _ (V 0" 06 ' .PREMOLDED WALL DR BARRIER -, \ % (TYP.)1:0 (TYP.) (SEE NOTE 3) (SEE NOTE 3) "CO JOINT FILLER \� PLAN VIEW PLAN VIEW w \ N DRIVEWAY ENTRANCE ADJACENT TO CURB a TYPE 3 SIDE SLOPE (TYP.) TYPE 4 (STEEP FILL SLOPES) SIDEWALK ❑ Z> 0e BROOMED FINISH(TYP.) a �\ * Z LL Z * wOOD a +f t THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE °Z° In 1'-0" SIDEWALK 1,2"(IN) R. mmer , 0 0 4"(IN)WIDE,SMOOTH-TROWELED w I .` W o 12 r PERIMETER Z o O ALL CUT MIN. (SEE CONTRACT) °_ SLOPES r, CEMENT CONCRETE CURB m z Z 112"(IN)R TYP.] 444 NOT INCLUDED IN BID ITEM rrrramo [ D (CURB AND GUTTER SHOWN) Z Z Z°U CURB NOT INCLUDED IN BID ITEM J 2.0°/0 1 MATCH SIDEWALK WIDTH (SEE CONTRACT) (SEE CONTRACT) Q L "v 2.0% MAX, SEE STANDARD PLAN F-10.12 3/8"(IN) PREMOLDED r4IIIIIIIII SEE STANDARD PLAN F-10.12 a 112"(IN) R. (TYP.) - m 1J OR I JOINT FILLER 4'• {SEE CONTRACT] qY�', E v DRIVEWAY - oX=Za [C 112"(IN) LIP BETWEEN ROADWAY 112" (IN)LIP BETWEEN ROADWAY ii : ZwU° 0� 4 (SEE NOTE 7] �, +�. in an GUTTER AND CURB (OR SEE 112"{IN} R. [TYP.} �' GUTTER AND CURB(OR SEE I I I =�iroo 318"(IN)PREMOLDED _ `�- \ J r CONTRACT) I rD1" CONTRACT) w W N Z=a �o �� JOINT FILLER °LL SIDEWALK ADJACENT TO WALL DETAIL / �` o •. �'� 4 Q > w a a O ADJACENT TO CURB _ s SIDEWALK -i ( QRNOTE 7) za0o BRIDGE OR PEDESTRIAN N „a o°c6 RAILING DRIVEWAY J (SEE NOTE 7] DRIVEWAY 1••` a U o H° 318"(IN) EXPANSION JOINT TYP. RAMP DEPRESSED - DEPRESSED ZOZUUo '",,,,,,,› 4 (TYP.)_ -- CURB AND GUTTER RAMP SECTION F CURB AND GUTTER a w m r' CONTRACTION JOINT SEE STANDARD PLAN F-30.1U Q o z BARRIER A SEE • SIDEWALK IN SIDEWALK ONLY (SEE NOTE 3) �� (SEE NOTE 3) .. �_5wce g' SECTION t E ] ?ooaz CONTRACT PLANS �� (SEE CONTRACT) 112" �'� IIVI �- /J 0 �» ��-�� �OOVU LEVEL ` ``mac• EXPANSION JOINT IN BOTHTRk "a z z 1/2"(IN)R.(TYP.) 'Yo � ' r CURB AND SIDEWALK !sou, r I 112"{IN] R. si. rawAs4v .e...,�ICURB NOT INCLUDED IN BID ITEM - - WA3yt FLUSH ! 4 2.0% MAX, SEE STANDARD PLAN F-10.12 v E}�° raleR� ! �' m o awP. It vx- IIIP /- i ,� ° U coo1 ,. m V.. F Z OH . ,a � 1��j as 1"(IN) R. 011111.11E ISOMETRIC VIEW W r "CEMENT CONCRETE DRIVEWAY J , ,- o 0 o a ZZZ� VERTICAL WALL - 31B"(IN) PREMOLDED " , r "4 ' ENTRANCE TYPE 3" PAY LIMIT = a g F JOINT AND FINISH ` tir "CEMENT CONCRETE DRIVEWAY ry �� SEE DETAIL JOINT FILLER(TYP.) O 34363 �a ENTRANCE TYPE 4" PAY LIMIT jti`•. �3 2gygp �� DETAIL T� ' GIST °' \ DRIVEWAY 7 ,e, iP4,,`I 689,, ' 1' ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL 4S fG (SEE NOTE 7) ;-. � (, ONAL /ON=AL E` CL.4000 CONCRETE DRIVEWAY �: OWNER APPROVAL EXTEND SIDEWALK TRANSVERSE PER STANDARD SPEC.8-06.34 (SEE NOTE 7) 3' -0"MIN. JOINTS TO INCLUDE RAISED EDGE - FOR SIDE TREATMENT SIDEWALK BUFFER STRIP �` SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) �l �.•:' CEMENT CONCRETE INITIAL: 318 118"TO 114" CEMENT CONCRETE DRIVEWAY ENTRANCE PAGE #: SECTIONS V - 112"(IN)R. CURB NOT INCLUDED IN BID ITEM -- -' y SIDEWALK CL. 400fl CONCRETE 411411111y• PER STANDARD SPEC.8-06.3 TYPES 2.0°!o MAXI (TYP,) SEE STANDARD PLAN F-10.12 r _ " 1, 2, 3, r I7 A jk " . " '-'5,, • STANDARD PLAN F-30.10-033 C D . �a ' Pr.�' )b ' SHEET 1 OF 1 SHEET STANDARD PLAN F-8D.10-04 a . fl SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN) BELOW TOP OF CONCRETE t,v n - . APPROVED FOR PUBLICATION 1ylr SURFACE FOR PLANTING FLUSH IF PAVED APPROVED FOR PUBLICATION PREMOLDED v+ ISOMETRIC VIEW ISOMETRIC VIEW JOINT FILLER STATE DESIGN ENGINEER 5 rA1 E Ot31GN LN(INttR ADJACENT TO BUFFER STRIP wpshiaytpn State Oapprfmard vl Transportation TYPE 3 PAY LIMITS TYPE 4 4 PAY LIMITS !r► 0 EXPANSION JOINT C CONTRACTION JOINT T weshingron State Department of Transportoiion 4 of 18 WINDOW FLASHING DETAIL - STEP 1 _ WINDOW SCHEDULE DESIGNED BY. NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION tl'UCtilt' l 'allvUt - op r i fit 'O S#1'UCtIOi� 'AIC, Inc ( 'CI) TYPICAL HEADER FRAMING FLOOR PLAN NOTES J. STERLING WO1 1 1 1 1680 18 " 196 " PIC 0 PA Per Architect id( W02 1 1 2616 30 " 18 " AWN SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN Exterior TV, Exterior Interior WO3 1 1 2616 30 " 18 " AWN Structural Item: This item and related connecters shall be per architect designer- , EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: o igui.t.m oho,'to HEADER LESS THAN 5 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N r Secure Head Flap WO4 1 1 5050 60 60 YES PIC 11 RD Roof Diaphragm 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 8"Minimum ++."�'?k' el' ',/ •►-'. ,..• :0_,„', -` W05 1 1 3050 36 " 60 " YES CASE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS .+* �' /�r� L, 9.000- ■++ � J ■i W06 1 1 2616 30 " 18 " AWN x Shear Capacity: for Eh= plf- seismic; Eh= plf- wind- Max aspect ratio= : - AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 3 00' .i • C• .' W07 1 1 3060 36 " 72 " CASE * Framing: Trusses or rafters: 2x at 24 OC:Max. 2 SHELF AND HANGING ROD. ea • ! k ( fie : . t?. W08 1 1 3060 36 " 72 " PICFraming Connection at Support: \ \ 1/4" = 1' U.N.O. -O s• T :1 If, W09 1 1 3060 36 " 72 " PIC - Where connected to shear wall: connect per shear wall callout - top of wall- r ruinim Ore al'r a el` r W10 1 1 3060 36 " 72 " YES PIC t ` �•0 � - Where trusses or rafters connect to beam, use H2.5, or A34 with screws: or similar, t 3 BUILT IN SHELVES. DATEriD d b . w tic �� W11 1 1 4636 54 " 42 " PIC At ledger: connectper ledger ca2€out- z • 1 �. W12 1 1 4636 54 " 42 " PIC HEADER LESS THAN 5' 6-11-21 it i'� ■j +f .1, .K O y -0. • W13 1 1 4636 54 " 42 " PIC Sheathing: 7�'16"min-, OSB or CDX plywood. a I+ +- ��� p. ter• ✓I/► }��/ ~ W14 1 1 4666 54 " 78 " PIC x T 4 CABINET-OWNER/CONTRACTOR TO VERIFY. iY W15 1 1 4666 54 " 78 " PIC Sheathing Layout: Case 1 per ISC 2306-2.(1) W16 1 1 4666 54 " 78 " PIC * ailing:Use 8d at 6" edges: 12" field (1)KING STUD FROM EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 ,u. for Roundtop Windows TOP PLATE TO-,1 . W17 1 1 3066 36 " 78 " PIC Blocking: I of required except at supports and at connections to shear walls below- BOTTOM PLATE SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24"HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. W18 1 1 10080 120 " 96 " YES 4 PANEL PATIO DOOR 12 FD Floor Diaphragm STEP 1 W19 1 1 2640 30 " 48 " CASE (1)TRIMMER Prepare the Tyuek'W RB for window installation: W29 1 1 2640 30 " 48 " C FIX CASE * Sheathing: With joists at 24" or 19.2" OC,use min-, 24 oc rated APA Sturd-I-Floor; either 3/4" species 6 TEMPERED GLASS W21 1 1 2640 30 " 48 " CASE group 1, or 7;'8" species group 4- May be OSB or plywood_ Good for 130 psf TL . L/360 defl- A. Make an"I-Cut"(Standard I-Cut)in the Tyvek'WRB(modified I-Cut is also accepted). ALTERNATE METHOD TO SECURE HEAD FLAP:In lieu of temporarily taping,the head W22 1 1 3016 36 " 18 " PIC ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE For an"I-Cut",begin with a horizontal cut across the bottom and the top of the flap can be tucked under the Tyvek'WRB. INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES NOTE:Some windows and flashingwidths mayrequire longer window frame{for round top windows,the cut should begin above the mull joint]. W23 1 1 3060 36 " 72 " CASE Sheathing: 'ith joists at 16" OC, use min-, 16 oc rated: APA Sturd-I-Floor, min-, 1 .732" thick- May be RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, CD From the center,cut straight down to the sill. slits. W24 1 1 3016 36 " 18 " AWN x 7 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE C. Fold side flaps into rough opening and secure to inside wall.tut off excess flaps if W25 1 1 3016 36 " 18 " PIC OSB or plfr rojd_ Good for 245 psfTL L1360 deft- STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN B. Cut two 45 degree slits a minimum of 8"extending from the corner of the window desired. EARTHQUAKE.MIN.EFFICIENCY OF 91% Z head,up and away from the window opening.This will create a flap above the W26 1 1 3016 36 " 18 " PIC * Sheathing Layout: Case 1 per E3C 2306-2.1(1) \ O_ rough opening to expose sheathing or framing members to allow head flashing W27 1 1 3016 36 " 18 " PIC - Oi7ent Sheets continuous over t44'O of more spans: with the long dimeflsion across S11ppOftS- \ F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. installation(see step 4).Flip head flap up and temporarily secure with DuPont- W28 1 0 3060 36 " 72 " CASE \ \ EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL (1) W X Tyvek'Tape. Nailing: Glue, and connect with 8d ring shank nails or#9 screws, at 6" edges: 12" field- 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, W29 1 0 3060 36 " 72 " FIX CASE x BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF WINDOW FLASHING DETAIL - STEP 2 W30 1 0 3060 36 " 72 " YES YES CASE * Blocking: not required except at supports (beams) and connections to shear walls below- FURNACE. -,,, W31 1 0 4060 48 " 72 " PIC 15 DX Deck X-Brace PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF n W32 1 0 4060 48 " 72 " PIC x , CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL General: To be used with concrete payers on deck- Purpose 15 to transmit deck lateral loads to lionise 50 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OFMa o IS W33 1 0 6080 72 " 96 " YES PATIO DOOR HEADER MORE THAN 5 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR W34 1 0 3060 36 " 72 " YES YES CASE that posts supporting deck may be assumed pin-pin connections for lateral analysis. EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF - . W35 1 0 4060 48 " 72 " FIX CASE - Maximum dimensions for one -Brace= 14' x 14'. Max lateral load per X-Brace= 1150 lb horizontal- SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. W36 1 0 3060 36 " 72 " YES CASE * C: ! o Straps: Use C +ISTC 16 w'gab-TECO nails in all holes over wood. MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE L'I No Gap In Corner W37 1 0 3016 36 " 18 " AWN * HorizontalTensionjoist toPROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 L;Tye W38 1 0 3016 36 " 18 " AWN Tie: At house ends of Straps, connect deck floor joist with DTT2 and Z 1 2 all I Window Jamb � �i 1\ 1\ C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW o W39 1 0 3016 36 " 18 " AWN thread rod, horizontal- 10 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK Z I p � # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION - FTaa2'joists parallel to decr joists; Floor joists must be 2x, LVL, LSL, or I-Joist with web Stiffener OSB PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE N _413 I DO1 1 1 3680 42 " 96 " EXT. HINGED-COMMERCIAL DOOR 2 CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX • T� both sides min.: 4" long. CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAYBE USED IN CONNECTION WITH y WRONG g;lrCORRECT D02 1 1 3080 36 " 96 " EXT. HINGEDHEADER MORE THAN 5' DOMESTIC DRYER EXHAUST. • �I $ g D03 1 1 3080 36 " 96 " EXT. HINGED-DOOR E03 - F/oorjoistpelpendiest/ar'to deck joists- Connect STT2Z to 2x, LSL, or LVL block- Use block at min., f,l Tye 1 FRCNI VIEW CORNER DE]AIL 0fro, D04 1 1 3080 36 " 96 " EXT. HINGED-DOOR E03 t�vo joist bays at each tension tie. WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH (sr Ek �'• DO5 1 1 18080 216 " 96 " GARAGE * (2)KING STUDS 11 ASACLOCKTIMER WITHAZONE RATING OF 1.5OR LESS. .' j/II) ,5 f rAr le ;gE{ Blocking: At house: use min-, 2x PT cont blocking between joists. w D06 1 1 3080 36 " 96 " HINGED-DOOR P01FROM TOP PLATE TO / Sill Width Minimum DO NOT STRETCH Q • D07 1 1 3080 36 " 96 " POCKET-DOOR P01 17 HD Alt 1 -Holdown-Embedded Strap Type. BOTTOM PLATE 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL 4-12 inches FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. d D08 1 1 3080 36 " 96 " HINGED-DOOR P01 Alin. Capacity: Good for 85 lb uplift- (1)TRIMMER 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR D09 1 1 3080 36 " 96 " HINGED-DOOR P01 * SEALED TIGHT. E Hondo 'o: Use LSTHD for no rim joist condition- o D10 1 1 3080 36 " 96 " HINGED-DOOR P01 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. STEP 2 D11 1 1 3080 36 " 96 " POCKET-DOOR F05 - For rim joist condition use L THDg T- I 1 3 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS O A. Cut DuPont"FLexWrap"at least 12"LONGER than width of rough opening sill(S). C. Remove narrow release paper. D12 1 1 3080 36 " 96 " POCKET-DOOR F05 * ads: Use 6, 16d to full-height stud as follows. THROUGH PER I.R.C.SECTION 312.2. U Use roll widths sufficient to achieve a minimum of 1"adhesion BEYOND where the D13 1 1 3080 36 " 96 " POCKET-DOOR F05 Stud: Use larger of king Stud as speed elsewhere; or Choice of 2- 2x, 3x, or 4x. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR CV n window frame will be located,ensuring 2"-3"adhesion onto the face of the wall. D. Fan out the FtexWrap"at corners and adhere onto face of wall Continue adhering D 14 1 1 3080 36 " 96 " HINGED-DOOR P01 1 ^ TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO �, CO onto face of wall along sill-Coverage of FLexWrap"should be 2"-3"onto the face of Alt 2-Holdown- Bolt Type `+ MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE B. Remove wide piece of release paper. Position on horizontal sill by aligning the the wall D15 1 0 3040 36 " 48 " HINGED-DOOR P01 * -\ - SURROUND&HEARTH MATERIAL. " " Holdown: Use 17�14_+2- \ Q inside edge of the narrow release paper with the face of the wall to ensure 2 3" D16 1 0 3080 3696HINGED-DOOR P01 - - o of the FLexWrap"will be adhered to the face of the wall with a minimum of 6"up D17 1 0 3080 36 " 96 " HINGED-DOOR P01 Lags: Use 6 SDS 1?4 x 2-5 to full height stud per above \\ 15 GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR O 2) each jamb. Adhere into rough opening. rr MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. N D18 1 0 3080 36 96 HINGED-DOOR P01 Anchor Bolt: If wet set: use 5/8" diameter SSTB16, or 5f8" all-thread with nut and 3" washer on Z W W co D19 1 0 6080 72 " 96 " DOUBLE HINGED-DOOR P01 - D20 1 0 6080 72 " 96 " DOUBLE HINGED-DOOR P01 * embedded end Min embedment= 12". If too long to fit in footing' bend 90-degrees at bottom of footing, 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. Qf:t r` c WINDOW FLASHING DETAIL - STEP 3 & 4 D21 1 0 3080 36 " 96 " HINGED-DOOR P01 maintain 3" cover at bottom of footing. lY o • rn D22 1 0 3080 36 " 96 " HINGED-DOOR P01 - If`rotohammer, use 5l8"Titan HD or all thread S. epoxy, with 6"min concrete embedment, centered in stem WINDOW W/ 6" POST J , 00 Q cl ' § D24 1 0 3080 36 " 96 " HINGED-DOOR P01 - GENERAL NOTES CD DO Q C Q co 5 P D25 1 0 3068 36 " 80 " HINGED-DOOR P01 77 NI Mullion J' iy. ,i ► �-vet heady s General: These are specified mainly to reist out-of-plane wind loads but may also be used to resis in-plane ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. U 'er I ,cY Default header material is Doug Fir No-2 or better lateral loads if so indicated in calculations- \\ ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. eI 4* 01 , 2x headers must be in tall orientation with flat 2x nailed at bottom in "L"configuration 3lullion: Use min., 2, 2x6, continuous bottom plate to top plate. J 1, VERIFY HEADER HEIGHTS WITH SUPER. Cr)N.,4414s4, 1[4:4- : F/ Default Trimmer- use 1,2x stud or Simpson LUC hanger. each end- Header Connection: Header(s)may be supported with 2x trimmer or hang on this mullion with ,C, Z V J �zl - iI 4u Default King Stud,opening 6-feet wide and less use 1-full height stud each end(plate to plate.) I C or similar- ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED ' ' I w :0 eli Default KingStud,opening wider than 6-feet.use 2.full height studs each end (plate to plate.) OTHERWISE. 1..1..1 1- d cr. P g 9 78ILallioo �/ I Trimmer,each end. KingStud each * O Q L.1_ �eGeneral: Use same as 774ith the exc tion s Ty ell- rg )- ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED IL O Calleut Min,use Alt 1 min.use Alt 2 nun.,use OFbiank use default end (f blank use * Maim: Use min-, 2: 1.75x5.5 LVLs, continuous bottom plate to top plate. OTHERWISE. Z I w U eV above.) default above.) (1)TRIMMER // V, Lek f'�4' IC/ 20H 2x6- "L" config4x6 * Top and Bottom Connection: Connect at top plate and bottom plate with 2: A34 and screws- �� OPFIONAL Apply Tower Residential PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q Sealant,or recommended sealant at 21H 2x10."L" confi 2 2x8 4x8 Sd L Ledger- Roof Diaphragm (2)KING STUDS DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z w z sill with at least Iwo{21 2"gaps in theID g _ FROM TOP PLATE TO sealant bead for every 4'of window to INcoerECTap INCORRECT CORRECT Ledger Screws: If connecting to rim or header or other continuous'wood, use SDS: or LedgerLOK at max • LOCATIONS. Q allow for drainage. pup,,, Fl,:W,,5 �P6wilhl I!1la T�'s DnPo"lagls arppn 22H Use 5.5x12 glulam.At west end bear on trimmer or HUCQ to 78M.At east end use single trimmer and 2 king * IIIBOTTOM PLATE LLI N °"" " studs. 12" OC: staggered. If connecting to studs, use 2: SDS or LedgerLOK per stud. FRAMING NOTES J w CV I STEP 3 STEP 4 23H 5-5x10.5 glulam 3 Length of SDS or LedgerLOK= Through ledger and sheathing and 1.5" min embedment into solid framing. 0 0 pD Apply Tower'Residential Sealant,or recommended sealant;on three sides(iambs and A. Install window according to manufacturer's instructions $Batts Q t) REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. head]as shown above. B. Cut two pieces of DuPont"Flashing Tape or DuPont`StraightFlash"for jamb Default sawn material is Doug Fir No 2 or better. Mitt distance of connector to end.of ledger or splice=2".Min edge distance to top or bottom of ledger \ _ J flashing extending 1"above window head flange and below bottom edge of sill Default glulam, LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi. min Fb _ r , =1.75" \ COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 0 `/ flashing.Remove release paper and press tightly along sides of window frame. Default wall connection:3"bearing in pocket or on plate with min..2 studs below- * f \ \ FOUNDATION/SLAB/JOISTS BLOCKOUTS. LLI Q OPTIONAL If installing a drip cap as part of the window installation before the Ledger Connection to all: \ DuPont Self-Adhered Flashing membrane at the window head flange,see Drip Default end post connection:LCE-ACE. EPCZ, ECCQ, or similar. g1'S Pgf e€rdicriTar'; Use 2x or LVL ledger: mill height to rt,atch rafters- Apply ledger aver wall CapInstallation Section and refer to Option 1.NOTE:The vertical Legof the dripcapg F 3 g FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR O p Default corner post connection with mitered beams over: LCE4. LCE4Z.or RTC44. Q must not be taller than the window head flange when installing drip cap according sheathing. Use hangers to hang rakers on ledger. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT to Option 1. Default mid-post connection-LPCZ. PCZ-CCQ, or similar- ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL Parallel Rafter or T iiss Top Chord,' Ledger may be top chord of truss or last rafter or similar. Ledger to PRIOR TO THE FABRICATION AND INSTALLATION. C. Cut a piece of DuPont"Flashing Tape or 5tralghtFlash"for head flashing long Default beam to beam connection. Hanger:HU. HUC,HUCQ or similar. Bear on top.2.HGA10. 7 be placed over war sheathing. WINDOW W/ 3" POST Z CO to extend beyond outer edges of jamb fleshings Remove release paper and Connector OF blankALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED install completely covering flange and adhering to exposed sheathing or framing callow lain.,use Alt 1 min.,use Alt 2 min.,nee ( Notes Mono Ti'rrss Top C/ra�'a'Pe pen 2riL ff af'; Lse continuous 2x blo kung between trusses nailed through vaFC ' ' I Q members.OPTIONAL:If installing a drip cap as part of the window installation, use fault, above) BY MANUFACTURER Ly.� but after the window head flashing,see Drip Cap installation Section and refer to sheathing with 16d 6" OC to solid wood backing (Continuous rim, plate, ledger, or blocking-) 00 Option Z 20B 6"x 12" PT DF#2 Eng. Calls OPA Morro Ti'rfss Botto€ra C'/rarrl Pe�pe��rli nr/ar" FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE 2 N 21B 4"x12"PT OF#2 Eng. Calls OPA \ \ AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE NOTE:Ensure proper shingling.DuPont"Flashing Tape or StraightFlash"at jambs 308 5.5x12 ninon Alternate 1:Hang bottom Chord with hanger mounted over 'Fall sheathing to Solid wood backing (rim: plate= must overlap the DuPont"FleicWrap"at the sill and adhere to the TyveICWRB beLow g o GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" the silL. 31B 4x10 6x10 5.5x6 glulam ledger, or blocking.) 1 1 OSB OR EQUAL. 328 5.5x12 glulam HUCQ ea.end Alternate 2:Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and MI o PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POSTWINDOW FLASHING DETAIL - STEP 5 & 6 Use min.. 5.5x12,24F-V8 glulam.Approx backspan= 3'. If this beam acts as wall top plate, connect studs and connected v4ith ledger scre+4's per above- I Y. i LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o mullions to this beam with A35 and screws,typ. If beam bears on wall top plate,connect with SDS 1/4 x 6 @ Roof Diaphragm: Connect roof diaphragmto ledger with 8d ringshank or screws at 3" C- \ FLOOR HOLDOWN LOCATIONS. J a W o.2 33B 12" max up through top plate into bottom of beam. Bear this beam on 73P at backspan end and connect with pgCONCEAL FLANGE Z Z o w C516 x 32"vertical strap_ each side, centered on beam/post intersection for uplift_ S2 L Ledger-Deck Joists to Rim. HANGER EA.SIDE a°_ P PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING N arZZ,1 �� \ * Ledger:Use min., 2x,PT ledger at least as tall as joists. \ ) LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. I..L ..<Ym Use min.- 5.5x12.24F-V8 glulam. Min- backspan= 12'.This beam is the header for windows below it- If this / _ a o /- Ledger Connecion: Connect to rim with 2: SDS or LedgerLOK at max., 12" OC and within 3" of ends Zaw W 34B beam acts as wall top plate,connect studs and mullions to this beam with A35 and screws-typ. If beam bears * g ' ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ° =Z a f�! .` -I on wall top plate-connect with SOS 1/4 x 6 12" max up through top plate into bottom of beam- and splices. (2)KING STUDS = °-o,N " :1 r �� '-/ I FROM TOP PLATE TO •• 2�a o 0 ,f r� ,. 35B 2.2x6 4x6 - SDS or Led erLOK to be of len necessary for full penetration in rim. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE -5==a I f M e' g - p BOTTOM PLATE I ' I `4o i- lt• lI Li. l i, 4oB 1-75x11-8 LVL Joist Connection: Connect `oust to led ledger with L' or LU hanger not LUS _ all holes filled with TECO CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM O W w wo r$ - + 'D 1614 416 4x10 sxi0 * j g ) CONNECTIONS. aoU° °LL >J• or similar nails, or screws - Simpson SD9 or similar. W K° �Zw° , 'or.,,<L.Feee- j' E� 42B 5-5x15glulam 6-7x13-5glulam 5 L Ledger CnncreteAttachmeat 0 Zo°�o aw°=� r �. 43B 1.75x11.8 LVL in add'n to floor joists for F.P. suppt x 2x o ��` � Ledger:Use min-, PT ledger at least as tall as joists- z W= �, I oQo° ' + % � 44B 2-212 PT 4x12 PT 3-5x12 PT glulam x Connection: Use 5?8" diameter xmin-, 4" embedment, Titan or wet set bolt, at spacing below. = Z Z o a Z 1 , :. ._. 'r, I g g PLAN AREAS z w z a a 45B 6.75x12 PT glulam 5.5x13.5 PT glulam o° �►� Idistance from centerline of bolt to top or bottom of ledger= 2-75 - 0 0 o w w rr�� I' ,0' . s • • f Use min.. 3.5x12, PT.24F-V8glulam.Approx backspan = 3'. If this beam acts as wall toplate,connect studs "a z z 1. J'r , r PP P P - Joists parallel: use 36" max spacing: st staggered, and within 8 of splices and ends, with 3" x .25 'washer- Z v°°° felt F and mullions to this beam with A35 and screws,typ. If beam bears on wall top plate,connect with SOS 114 x 6 p gg H°° �( 46B Joists perpendicular: use 12" max s acin - staggered,ered, and within 8" of lices and ends, with 3" x .25 MAIN FLOOR 1 ,886 SQ.FT. N�o �, @ 12 max up through top plate into bottom of beam.Bear this beam on 71P at backspan end and connect with pip spacing: gg p Z Z a Doper Interior C516 x 32"vertical strap, each side, centered on beam/post intersection for uplift_ washer. a Z°1 BASEMENT 1 ,158 SQ. 2`E° ...._� 50B 5.5x12 PT glulam * Joist Connection: Connect joist to ledger with standard hanger. pH Z Posts Table R406.3 EnergyCredits il 1 o GARS, TOTAL LIVING AREA: 3,044 SQ.FT. �- ❑efault material is Doug Fir No 2 or better- Energy �y STEP 5 STEP 6 Option No. Category Select Options Credits Brief Description of Selected Options" of wAs/0 .. 0 I Default bottom connection on plate:2.A34 with TECO or screws, or 4. 16d face nails. 0 �� OWNER APPROVAL A. Flip down upper flap of Tyvek"WRB so it lays flat across head flashing. Final Step 1 Efficient Building Envelope Option 1.3 0-5 0.28 Windows/R-38 floors or R-10 Fully insulated slab.Or GARAGE 603 SQ.FT. Default bottom connection on beam:2-A34 with TECO or screws, or PCZ. 5%reduction in uA B. Cut-7"strip of the Tyvek`WRB at lower horizontal edge of head flap. Install Tower'Residential Sealant or recommended sealant(and backer rod as Default bottom connection on concrete: PB, or AB, or ABU. or ABW, or CBSQ 3.0 ACH50 1 High efficiency fans I For R-2,0.3 cfm per ft2 at 50 necessary)around the window opening at the interior.It is also acceptable to use 2 Air Leakage Control and Efficient Ventilation Option 2.1 0.5 t INITIAL: C. At the head,continuous tape seams as shown with DuPont''Tyvek°Tapeor Pa.,Highefficiencyfans STORAGE/UTILITY 105 SQ.FT. Great Stuff Pro-Window&Door Polyurethane Foam Sealant,or recommended Alternate bottom connection on concrete:#5 rebar or 5.+8" all-thread,epoxy 6" min-into post butt,and 6"min.- embed in :� , • DuPont"Flashing Tape.DO NOT TAPE at bottom of window. foam.When using Towers Residential Sealant,tool sealant bead flat to allow the conc. Conc embed may be wet set or epoxy. 3 High Efficiency HVAC Option 3.1 1-0 High Efficiency Fossil fuel-fired furnace or boiler as primary ,_ i• `t PAGE #: heating system(Min AFt,E85%for fumaceor9o%for boiler) ' ENTRY PORCH 123 SQ.FT. NOTE:Skip taping at head with a maximum of two(2)2"gaps for every 3'of window is natural curing process to create a concave shape.Be sure that the sealant penetrates , acceptable if an air barrier is riot required or if additional drainage is desired. the grooves of the DuPont-F1exWrap"around the sill When using Great Stuff Pro" Connecter Of blank Callouf Min. use Alt 1 min. use Alt 2 min. use Notes 4 High Efficiency HVAC Distribution System Not Selected 0.0 Window&Door Polyurethane Foam Sealant in perimeter openings less than l/2", , AO OPTIONAL:If installing a drip cap AFTER the Tyvek"WRB head flap is flipped down and use default, above) •• f ij fL apply using the plastic extension tip for the Great Stuff Pro"Dispensing Gun during •- f r COVERED PORCH 157 SQ.FT. sealed,see Drip Cap Installation Section and refer to Option 3. 5.1 Efficient Water Heating Not Selected 0.0 installation. 70P 2-2x4 4x4 10111111 VW 21• NOTE:Installations that specify a window/door design rating of DP45 or greater 71 P 3-2x4 2-2x6 4x6 5.2-5.6 Efficient Water Heating Option 5.5 2.0 NEEA Tier 3 heat pump water heater COVERED DECK 266 SQ•FT • require extra precautions. See Special Considerations for performance requirements £ �t PAGE: exceeding this design rating. 72P 3-2x6 6x6 4-2x4 EA.. t + S 8.6 73P Use 2. 6x6 attached together with 8", SDS or SDWH @ 18" spacing- s Renewable Electric Energy 2,400 kWh Option 6.7 2.0 On-site wind or solar electric energy l F alQ•tr,(.CT'j,, OPEN DECK 258 SQ.FT. 74P 6x6 PT 7 Appliance Package Not Selected 0.0 - TEM.S �H LA . 5 O 1 MASTER DECK 52 SQ.FT. Total Energy Credits 6.0 17 HD Alt 1 - Holdown -Embedded Strap Type. GENERAL NOTES * Min. Capacity: Good for 2185 lb uplift. J. STERLING Holdo -n: Use LSTHDS for no rim joist condition. / 13'-9° / 10'-5' / 10'-4° / 16'-9° / ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. / 11-9° 2'-0° / 1'-9°� 6'-8° r 2'-0° / 8'-4° r 2'-0° / 14'-9° t1'-3°/ /0'-9' DRAFTED BY: o - For rim joist condition use LSTHDSI J. �r —, — r — ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASS Nails: Use 1 , 16d to full-height stud as follows. 8S1 I ` I I^) I q I r 1 I I ' ) I $ VERIFY HEADER HEIGHTS WITH SUPER. * Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2 , x, or 4x. A2 I I. ��- L \a-I L`= J A248"X24"X8" I I� 2'o4"X 24"X 8" ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED �� - V llt - Holdo -n - Olt T pe $ OTHERWISE. 1/4 = 1 U.N.O. ,_w/#4@ 12", E.W. I i 1 I (3)#4 E.W.Holdo -n: Use HDU2. L` J� A2 I- ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above zip (3)X 24'X 8" 24"X 24"X 8" OTHERWISE. z t (3)#4 E.W. (3)#4 E.W. 6-1 1-21 E zip Anchor Bolt: If wet set, use 5/8" diameter SSTB 16, or 5/81" all-thread with nut and 31" washer on PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER o_ * DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR embedded end. Min embedment = 12'". If too long to fit in footing, bend 90-degrees at bottom of footing, / fZHD)1759'0" / ,�3'-0° / LOCATIONS. maintain 1" cover at bottom of footing. \ / 8'-6" / 15'-6" \ \ / 18'-3" 16'-9" / 1 . � \ \ FOUNDATION NOTES - If rotohamnmer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in o PAD FOR STAIR o o stem wall. 4 • LANDING(VERIFY) 4 I 2 I o 17HD ' to I 4 2 4� L. m ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. 83L Ledger - Concrete Attach \ r-r \� r A2 ^\ Al / .C.A2 \ \ \ JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. * Ledger: Use min., 2x PT ledger at least as tall as joists. - v I- FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. CD Connection: Use 181" diameter x min., 4'" embedment, Titen HD or wet-set bolt, at spacing below. Min 4 -— -1- -, 2� 4 = ` — — — — — — — — — — — — / FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. 2 distance from centerline of bolt to top or bottom of ledger = ?.75' A2 Al \ A2 0 Joists parallel, use 361" max spacing, staggered, and within 81" of splices and ends, with 31" x .25 washer. 3 FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. (11) W X 9 b A2 ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. z11:0) t Joists perpendicular, use 12'" max spacing, staggered, and within 8'" of splices and ends, with 3" x .25 I _ o v Fasher. L `°o Ep - T, w I:5 E. Joist Connection: Connect joist to ledger with standard hanger. r I Z =__ SIDING PER PLAN \ I ; 0v j TYVEK HOUSE WRAP m CRAWLSPACE VENTILATION c d:i 7/160SBSHEATHING CRAWLSPACE AREA: 131 SQ.FT. 1'-4°� I 1 C FLASHING 24 X 24 CONCRETE e 131/150=.87 SQ.FT.OF VENT IS REQUIRED. 1 10 2 6 6 I I. V ' I PAVER DECKING z USING 6 X 16 FOUNDATION VENTS,2 VENTS ARE REQUIRED. ONE A2 A2 A2 A2 A2 \� U SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH 1 J I CONCRETE SLAB FLOOR I I 1 Ll N CORNER OF THE BUILDING. 2015 IRC-R408.1 \ �� Q SICl/ FINAL LOCATIONS OF FOUNDATION VENTS TO BE DETERMINED ON N r E E 6'X 16" v E I 1,23C)SQ.FT. I- v 6"X 16' I ������ // // // // SIMPSON ZMAX LUS410 SITE. CONCRETE FOOTING I �— CONCRETE FOOTINGVAVA\VA\VA\VA\VA\VA\V� • A / / / / / / / ,,\ ! 2 X 12 TREATED DECK LEDGER / N \ N \ /I / \ \� • .� 15'-10" 16'-2" 17'-4" , 4 X 12 PT.JOIST 24"O.C. N 9 \\/\/\/\/\/\/\/\< CD EL; 4 1 %VV�V�V�V�V�V�V% USE 5/8" DIA. X 4" L v °° o A2 iv/iv/iv/iv/iv/iv/iv/iv/i to to jAAAAAAAAy a EMBEDMENT, TITEN HD OR 17 1 /VA//VA//VA//VA//VA//VA//VA//VA WET SET BOLT, @ 9"OC MAX, E \ \ \ \ \ \ \ \ // // // // // // // // STAGGERED, AND WITHIN 8" 0 8'-6° / 15'-0 3/4° �r-4° 7'-9° 2'-0° 7'-8 v4° / 16'-8" _ — / jAA%AA%AA%AA%AA%AA%AA%AA%� OF SPLICES AND ENDS WITH 0 jA/�A/�A/�A/�A/�A/�A/�A/< 3"X .25"WASHER. p 6 I , v vv/vv/vv/vv/vv/vv/vv/vv .. I A2 I o I I T'7 iv/iv/iv/iv/iv/iv/iv/iv/i, z o 1- -1 u_ 1 /vv/vv/vv/vv/vv/vv/vv/vv N 2 I I " N L — J VERIFY BUCKOUT I j\/j\/j\/j\/j\/j\/j\/j\/j a MIN DISTANCE FROM N L F _ \ FOR CRAWLSPACE , 3 w \\j\\j\\j\\j\\j\\j\\j\\j` CENTERLINE OF BOLT TO 0)j c Eo o ACCESS N VERIFY A2r Ni �\\\\\ j1 TOP OR BOTTOM OF LEDGER Q O CRAWLSPACE VENTILATION co Q a 4/A2 SIM. L - - - J _ BUCKOUT FOR o Lu m 10"- Z W W c0 CRAWLSPACE AREA: 366 SQ.FT. — 1 CRAWLSPACE I 0 ti C ACCESS V N 366/150=2.44 SQ.FT.OF VENT IS REQUIRED. H I USING 6 X 16 FOUNDATION VENTS,4 VENTS ARE REQUIRED. ONE J W Q A2 I o SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CO U N (n CORNER OF THE BUILDING. 2015 IRC-R408.1 LU N ( \ TYPICAL FURRED OUT WALL IN BASEMENT o , \y \ \ I s- FINAL LOCATIONS OF FOUNDATION VENTS TO BE DETERMINED ON CO I 21/ SCALE: 1/2" 1' S I I m c\I Q co A co (3-- 2�VERIFY 6, I I I ` A2 VERB 1 Q 1 / 15'-3" fl I— \ 7 / 8'-9" / I—8'-9 1/2" I L 10'-0" I / 6'-2 1/2" 10'-0" / I �//�•�. 9LLI rn —L 1 1 \ 1 1 \ q LLJW H�/ I N VERIFY `� 90 / O LL — — — 47 / -c1 IL Il O 01 1 0 �� A2 z° z U =Q — Q li _ Z �/ 17'-9" ,LL W L.L Q W_ A I °> J LLJ N N N CONCRETE SLAB I o 0 ( 000 to 9 Q d7 to 294SQ.FT. �I L HJ /0'-11„/ 30'-3" ' U Q^U L.L / 26'-2" '3'-2" / / I A2 UJ I— — —BUCKOUT FOR L _I Ld_ CO 55 o / \ MAN DOOR / 30'-3" / 6'-0" / T•9" 9'-6" / 0- L A2 hL �P O bo POTENTIAL RETAINING WALL 0,q.<_�P�� VERIFY AT EXCAVATION Q�tp� z / �� < j A., of "stir sQ. z LL z ; •[ \ w008 • Z �ZUU O /'./ -6'-0" 13'-3" r 4'-0" / ' '.. ii .' . p u w K fl U0)UO O UZ�U� J .cJ� .Z...:. Z w 0 W w FOUNDATION, RETAINING WALLS AND LOWER DECKrr J 1Q�o c� CONCRETE SLAB R, -( 8 BUCKOUT FOR -ALL SLABS ARE 95S w 6 1 N Co GARAGE DOOR Q ZONAL z, ww- Q 603 SQ.FT. N -FOOTINGS AND RETAINING WALLS ARE OPA ,wfit�Z/ W N w 5 ill UNLESS OTHERWISE INDICATED [ate saw ,,- ""'—'� uszw� a A2 J -DECKS ARE 15DX Q °�~ ■ w� w� O r EA-44tAt 6JZIS L-, w�aZo �0.� LL ZQaUO 4 I I G/L 57 a..LLC.'1.. 0)z o,2 o OOZUO art0Hz Tre.L1.S �H LY • a L(3m'a . Q UOz�� O z 0 0 zz5zz Nooa- PLAN AREAS Z woz lE l'OODU 7 - ZUFZZ °° MAIN FLOOR 1 ,886 SQ.FT. a�°oo A2 O ammo ZHZ< Fz OH ,N4 5 JI BASEMENT 1 ,158 SQ.FT. LL oQz o I L —A2 A2 J `ItTOTAL LIVING AREA: 3,044 SQ.FT. , co_ � \ \ E17HD� N\ I sa \ \ \ I / 5'-6" L,/ 22'-0" ti 8'-3" / 23'-3" / GARAGE 603 SQ.FT. OWNER APPROVAL / A 59'-0" / 95s SLABS STORAGE/UTILITY 105 SQ.FT. INITIAL: • SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT IS STRONGLY PAGE #: RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BYA GEOTECHNICAL CONSULTANT. ENTRY PORCH 123 SQ.FT. • UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN,25 PSI COMPRESSIVE STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. • SLAB THICKNESS: USE 4"MINIMUM. COVERED PORCH 157 SQ.FT. * REINFORCEMENT: USE ANY OF THE FOLLOWING: - MINIMUM#3 REBAR AT 24"O.C. EACH WAY CENTERED IN SLAB. - WELDED WIRE FABRIC, MINIMUM W2.9 X,6 X 6(6 Ga.)CENTERED IN SLAB. SPLICES OVERLAY 8"MIN. COVERED DECK 266 SQ.FT. PAGE: - FIBERMESH PER MANUFACTURERS RECOMMENDATION. - HELIX MICRO REBAR, MIN SLBS PER CUBIC YARD. OPEN DECK 258 SQ.FT. CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE=8'O.C. EACH WAY. THIS IS A NON STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER. • VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. MASTER DECK 52 SQ.FT. DESIGNED BY J. STERLING \ ° \ DRAFTED BY: o SIDING MATERIAL \ ° SIDING MATERIAL " BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION ° a 7/16 OSB BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION J. BASS 7/16 OSB �, 1/2" SHEETROCK 1/2" SHEETROCK I NAILS OR SCREWS S 3/4" SUBFLOOR 3/4" SUBFLOOR PER SHEARWALL N TABLE 1/4" _ 1' U.N.O. A B C D E F G V W X Y Z A B C D E F G V W X Y Z OPTIONAL 4"SLAB D �;� NAILS IN BLOCKING y .� FLOOR JOISTS ` (GARAGE, PATIO) DATE w LENGTH S LENGTH / SIMPSON HANGER 6-1 1-2 1 z RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / G' (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / °, \ a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR TRANSV. CONT. 135T0NLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING gREBL BEND REBAR REBAR TRANSV. CONT. FLOOR JOISTS, F - 4 N BOT. L BEND REQ IF A>4' / OPTIONAL 4"SLAB / (GARAGE, PATIO) (,I/, Z o F \ , ` 6" 6" 72" NOT 6" 24" SUB FLOOR TO MUD SILL TO / 0 - 8" 6" 6" 72" NOT 6" 24" 24" a a a - c O• 4 CENTERED 1 NOT #4 © #4 © N/A (2) # 4 IF JOISTS PARALLEL r ° a a \ w 0 4 CENTERED 1 8" NOT #4 © #4 © 24" N/A (2) # 4 BE ATTACHED WITH 8D NAILS E / / INSTALL"G"BLOCKING W a Q, 3"O.C.STAGGERED. '� 24" 8" 6" 56" 48" 6" 24" 24" 24" IN (2)BAYS. �I d 1 "- �� 24" 8" NOT ~ w A PICTURE OR PRE INSPECTION 4' 1 "- 6' 5 #4 © #4 © #4 © (2) # 4 SCREW OR NAILS z p 4' 6' 5 6" 56" 6" #4 24" #4 24" #4 24" •� I_ MAY BE REQUIRED DUE TO FLOORI 3"O.C.TsHRU SUBFLOOR E • _ H REQUIRED (2) # 4 PLATE MATERIAL COVERING NAILSW ° a C7-S \ w _,( \ W z 6' 1 " - $' 6" 10" 8" 28" 28" 8" #416" #418" #4 16" m 6 1 - 82 #4 16" #4 18" #4 16" a C:Y) \ 18"MIN. _ n i 32" n Qn NOT 18"MIN. _ -' 32" $ © © (3) # 4 BELOW GRADE: U' 6" 1 0 8" `� REQUIRED 8" (3) # 4 BELOW GRADE J X co I 11 I I I I I III W z X—. I I I I I I I I I Q-z0 4"TIGHTLINE _-Q 4"TIGHTLINE -Q 1" , 8" 42" n 8" �� �� n „ „ „ E° E° 0 J8' 1" , 8" 42" n 8" �� NOT 8" 14" 18" 14" E° E° 0 I 0 8' - 10 10 18 18 $ #5 @ 14 #5 @ 18 #5 @ 14 (4) # 4 1 X 4 P.T. GUIDE EXT.WALLS ONLY= J Z - 10 1 0 1 `� REQUIRED #5 © #5 © #5 © (4) # 4 1 X 4 P.T. GUIDE EXT.WALLS ONLY= z 10 W LI- R-10 @: III III III <-p R-10 @: III III III D N -CONDITIONED AREA SLAB j=Q -CONDITIONED AREA SLAB L ON GRADi___E p' a MIN LAP SPLICE: 241 0 Z Y a� III III III III � ON GRADE o� MIN LAP SPLICE=24" � 0 Z Y , </- n = GENERAL NOTES: NOTE #1 l/SLABORFILL-SEE oTE#1 % '•'''B _, ,/ exonova6.. _w GENERAL NOTES: NOTE #1 /�SLAB ORFILL-SEE OTE#1 IT °•; B sit..4.. —0* COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN al'd A::::::••••• :::: ' I= * NO SLAB IS NEEDED. R 10 FOAM = R 10 FOAM a = COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MILVB �! �;°, !^ :�RAIIvIRocIK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. NO SLAB IS NEEDED. w/10 MILVB I, , , / / ;1! , , , ,I ! 1 DRAIINIROCK - C 2 UNDER, MIN. D+ �I 3 \ • :4' PERF. * RETAINED HT. (A) FILL REQUIRED UNDER,6 MI VBNI ++ a 3" at"PERFIM. w t� { III\ o * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED _ 6 MILLVB ‘ I III • -. . . .(EXT.WALLS ONLY) ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 1. � EXT WALLS ONLY)- z * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F NO SLAB- =V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 1F No SLAB- =V 0 -4 NONE 4 C I I = 0 -4 NONE 4e `i I I * REBAR MINIMUM GRADE 60. 5' - 6' 12" TOE -HEEL- * REBAR MINIMUM GRADE 60. 5' - 6' 12" .11 _ E M OE HEEL- * p ' - *ASSUMED SOIL BE F - * p ' - „ *ASSUMED D SOIL BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18 BEARING PRESSURE: 2,000 PS CONCRETE MINIMUM fc 2500 psi 7 8 18F CO <1 **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" _III III I **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" w NOT TO SCALE NOT TO SCALE L NO FLOOR ° SIDING MATERIAL E SIDING MATERIAL 4 RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" I 7/16 OSB 3 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM 12 MIN. 7/16 OSB 0 ° O 1 X 4 P.T. GUIDE 2 X 6 WALL PONY WALL 0 A B C D E F G V W X Y Z R-10 @: A B C D E F G V W X Y Z 2 X 6 WALL N BASEMENT PERIMETER c ABOVE GRADE AREAS O -CONDITIONED AREA SLAB I >Q 0 ON GRADE ! ` c F li F o LENGTH 4"SLAB LENGTH u w CO N UNBALANCED WALL OF VERT. RETAINED WALL OF VERT. 6" MIN. FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. Q a a'■'ll � FOOTING FOOTING WALL ANCHOR BOLT BLOCK VERTICAL HORIZ. FOOTING FOOTING Z 0 W W71- -0 HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING"* SPACING gREBL BEND REBAR REBAR TRANSV.I FOOTINGCONT a ' a .O� HEIGHT POSITION HEIGHT BOTBL BEND TRANSV. CONT. 0 > I- I` C a d Q WIDTH THICKNESS SPACING"* SPACING @ REBAR REBAR 0 M NEE••••••••••••n••••••i�i O 0 W (0 L 0 • 0) • IMME��■■■■■■■■■II■■■■■EME Q U Z U CV J co , § R-10 FOAM •mI o ' O Q m n „ n SEE NOT n „ „ R-10 FOAM iJ' E U �� „ n SEE NOT n „ „ p 5 Q O z CO O' -• 4' CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 W/10 MILVB �r w 0 - 4 CENTERED 1 $ 6 6 6 #4 @ 24 #4 @ 24 N/A (2) # 4 m 2 N Q ri co SHEARWALL REQUIRED SHEARWALL REQUIRED UNDER, MIN. 24" MIN. E. - U �� n8" 6" NOT 6" ��a A = �� 8" 6" NOT 6" W 4"TIGHTLINE _\m OO SEE „ nSEE �� 4' 1 - 6' 3 24" #4 18" #4 24 #418" W Z 4' 1 - 6' 5 24 #4 @ 18" #4 @ 24 #4 © 18" (3) # 4 Q SHEARWALL REQUIRED © (3) # 4 I NEIII 0O SHEARWALL REQUIRED \ W � ' 1 \_ 2 z \ 6' 1 " - $' 6" 36" 10 8" 8" #5 @ 11 #4 @ 18" #5 © 11" (4) # 4 J Q 6' 1 " - 8' 7 36" 1 $ SHEARWALL REQUIRED 8" #5 @ 11 #4 @ 18" #5 © 11" (4) # 4 �' T Q Al _Z „ SEE NOT „ J O 0" n NOT „ J SHEARWALL REQUIRED iX c• < X ��' 18"MIN. >> W BELOW GRADE- > Q W i- 8' 1" - 10' 8" 48" 10" 8" SEE NOT 8" #5 9" #5 18" #5 9" (4) # 5 w 8' 1"" - 10' 8" 48" 10" 8" SEE NOT 8" #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X 4 P.T. GUIDE -z 0 SHEARWALL REQUIRED 2"CLR. SHEARWALL REQUIRED SCREENED 2" PVC �� @: /T 2"CLR. 0 IJ_ 0 MIN LAP SPLICE=24" w R-10 , O -CONDITIONED AREA SLAB a / HI HI HI II w Z WEEP HOLES 6'O.C. ON GRADE 6 -MIN LAP SPLICE=24"- twig Q HI � I Z Y H < •4TIGHTLINE I 18"MIN. ILI, \ z GENERAL NOTES: Z Y • _ _ -24"MINI. FOR GENERAL NOTES: NOTE #1 J/SLABORFILLdT #1 B Q :.'B' . . . . 10'WALL w N * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _ -� : ' II " ' " ' * COLUMNS C D E W X Y Z ARE MINIMUMS. MAY USE GREATER. WHEN . . . . . . J W FILL OVER FOOTING IN CRAWLSPACE : N R-10 FOAM * •` • a ''DRAIN ROCK y * NO SLAB IS NEEDED. • boonDRAIN ROCK yUCOLUMNS F, G, ARE MAXIMUMS. MAY LESS. D I , �, , , , ; , , , , , , ,� : '•' : COLUMNS F, G, ARE MAXIMUMS. MAY LESS. 1 \ w/10 MILVB ��._� �� at NMI , MIN. ID 3" PERF. Q`II III \II III I III •4.'PERF.- LL VB'*ASSUMED SOIL BEARING PRESSURE: 2,000 PSF 3 I/ '• • •••� *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT. A FILL REQUIRED uNDER,v6rr 1t I 1•I �I /I �:•:•:•:•' = J * V ( ) - IF NO SLAB- - U MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. C * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE C = LL.I U 0 * REBAR MINIMUM GRADE 60. * REBAR MINIMUM GRADE 60. 5' - 6' 12" I I 0 TOE HEEL = -TOE HEEL = O nI12 * 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 L.� ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. NOT TO SCALE I NOT TO SCALE Z co W o \ - - CASE 1 \\ ° SIDING MATERIAL CASE 2 \\ ° SIDING MATERIAL 1/4" X 3 1/2" DRIVE C—) 12" SONO-TUBE 6 X 6 P.T. POST N 5 RETAINING WALL 4' MAX RETAINED CENTERED REBAR NO FLOOR R-21 INSULATION , RAWL 48" O.C. �' � 1 ABU66 POST BASE a 7/16 OSB C 7/16 OSB W WITHIN 12 \ 2 X WALL 1 x4 P.T. GUIDE 1/2" SHEETROCK ° 2 X TREATED PLATE R-21 INSULATION < ��\'\/V��V</ 1/w w w w w R 10 @: a 2 X 6 WALL3/4" A/j/j/ (4) GRADE 40 SUBFLOOR 1 ) 0 .v/\/\/ < a �' R-10 (WHERE NEEDED) \\ \ /- #4 REBAR zLLz� A B C D E F G V W X Y Z BASEMENT PERIMETER @ „ / //\/ H.ABOVE GRADE AREAS ��/ CONDITIONED AREA SLAB 1/2" SHEETROCK V��/V/V/ CONDITIONED AREA SLAB \ - \ \ VERT. HOOKS J �aa ON GRADE ) ��// // / //,V,V///4V °_oo o�w� ON GRADE V"r,\ \ / <�0� LENGTH 4"SLAB / m /\/\/\/ /\/ w o F FLOOR JOISTS _ b L" / / \ /` /` ;z g z o°w UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ° -\ a a / ° VA VA VA (4) GRADE 40 ���_� 9 W — 4A \ // / n / H ��amo HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. o a a II a z \ / 1 —O �� 'w' - \ \ #4 REBAR E.W. i ��am BOT. L BEND A \ �< o �� a a I VA'/ \/i V r VAA VAA 4 • y R-10 FOAM\VA - AA VAA VAA VAA VA X x z a p. ji, /// j i/\%/ // / w/10 MIL VB%/ / oo /ice// a 5=!5ED -0 11 F � • VA/\/\ �� �AA /. • /A/A/A/A/VA o >w z R-10 FOAM R-10 FOAM d \ UNDR, MIN. - F a w o 1 $" 6" 6" SEE NOT 6" #4 24" #4 24" W/10 MIL (@ BASEMENT R 10 FOAM%\/\/\/\/ \, "/\ �/_ /o� \ / _ / ,1 E / / / // // 16 � , � / / / / / �o��� 0 -• 4 CENTERED SHEARWALL REQUIRED N/A (2) # 4 PERIMETER = w r W/10 MIL VB,VA VA VA VA \ (2) GRADE 40 A \ a A VA VA VA VA Zw�wwo UNDER, MIN. ABOVEGRAOEAREAS) m UNDER, MIN.� / / / /\/V v.Vvv / / w��zz 24° MIN. I- W ° v/ / / / / /V//V/V/V/\ \ #4 REBAR V / � // // // // a W ° __ - �VA/V/IA/i�/i�/— /X /X/IA/iA�/A/ /VA/VA/VA/�\ �V"�\��\ �\ �/VA/VAjVAjVAjVAjVAj _ = o Q E Z ��/VA/VA//VAM�� \AY R \���ER P��VA��VA//VA//VA/VA//VA//VA ooz°Eo ct _ W a 2 A - awzm'a =-z CRAWLSPACE _ 1 Z r - THICKENED FOOTING o2�00 �oZ— J p 18"MIN. Q 6 POST FOOTING Q W=o 2 BELOW GRADE- Z Z a LL X a a=o X III III III0 z SCALE: 1 " = 1 ' 8 SCALE: 1 " = 1 ' 0 Woz�w z II II 0 o0000 - TIGHTLINE- W oaozz O I I III = < z w 1 X4P.T. GUIDE E° E° 0 Z8°pCENTER • 4" EXT.WALLS ONLY a m o / , —MIN LAP SPLICE=24" w R-10 @: 11 1 I I I I I 1 I I I I I 1 I I I I I J D \ = E GARAGE DOOR D 6861 SCREENED 2" PVC a CONDITIONED AREA SLAB MIN LAP SPLICE=24"=Q = w o WEEP HOLES 6'O.C. ON GRADE w BUCK OUT FOR GARAGE DOOR 000� II III III III %, w i 4" CONC. SLAB OVER 6 WAS �tJ ZZZg' Z Y of Ht 0 =ado •4TIGIITL!NE MIL VAPOR BARRIER ON ��' Li_ �_ GENERAL NOTES: Z = B ---to .. LAB OR FILL-SEE NOTE#1 II ma• B=_ GRANULAR FILL ; * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ■MMEN ■■:11e:11e•11•8 \ OWNER APPROVAL * R 10 FOAM ''� •.a•. V/VA v//VA/ a a �, `� .; �W.. ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D_ • • :'DRAIN ROCK y W/10 MILVBrH �o/ //�� ��a a / / / • //�//�//�//�/\ INITIAL: * " / / 4"PERF. UNDER, MIN. ' F \\ \\ (2) GRADE 40 \� MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. ���� • • / /`// // j '��`�'kipv, PAGE #: s 6 MILL VB •: 4PER . H.:(EXT WALLS ONLY)- /\/ * 1 V- - ' . - IF No SLAB _ V /�\//v / #4 REBAR �A 11t fr,/ REBAR MINIMUM GRADE 40. C _ _C WWII 8,134/ -- * psiTOE- HEEL -TOE HEEL TYPICAL FOUNDATION WALL A2 CONCRETE MINIMUM fc 2500III I I ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. * 1 1 1 \ * / GARAGE DOOR " `� r��s � '�� ASSUMED SOIL BEARING PRESSURE: 2,000 PSF\ ASSUMED SOIL BEARING PRESSURE: 2,000 PSF = 15 F srQ L Cr 1., NOT TO_ Hhilll HI HI HI HI HI HI HI HI HI HI - HI HI HI HI HI HI HI HI H H HI 111 SCALEIII III III III III III III III III III III I II HI HI III III III III III III III III III III III 1 �� SCALE: 1 " 1 ' �-rE ►.5 4'�LY PAGE: NOT TO SCALE 7 of 18 Headers WINDOW FLASHING DETAIL-STEP 1 FLOOR PLAN NOTES DESIGNED BY' Default header material is Doug Fir No.2 or better 4 \ 2x headers must be in tall orientation with Hat 2x nailed at bottom in"L"configuration 1'r Ok I/ 59'-0" J. STERLING Default Trimmer-use 1,2x stud or Simpson LUC hanger-each end- 1 Lame; w-0e�re mMa \Al2 Al2 rnur„. + / ' .2K / 8'-6" 15'-11 1/2" / 17-9 1/2" li 16'-9" SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN Default King Stud,opening 6-feet wide and less use 1_fullheight stud each end(plate to plate-) + _ � / EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA ,r m ./•-o� DRAFTED BY: o Default King Stud,opening wider than 6-feet.use 2.full height studs each end(plate to plate.) ▪+' {-- GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, • R a'" f 2' / 12'-6" 10'-10 1/2" 10'-4 1/2" / 16'-9" N Trinuuer,each end King Stud,each /T ''� f•,c14 = I• d , r 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 74P BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS Callout ilia,use Alt 1 min.use Alt 2 min.,use {ifblank use default end(if blank use 1• p \ \ a• + , ,cl` �� �AMM *slam Ean - - , VI AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. to above.) default above.) udm �yJNO TyLe(J. 1'Y i�u Or I I I ` I cfl I 5 1/2"X 12"GLB ��" I_ 20H 2x6."L"confg 4x6 ,µT s e, 'h 'li L J J J� 2 21H 2x10."L"confg 2-2x8 4x8 tAe1' rye N DECK BEAM SHELF AND HANGING ROD. co �V`•"+ fl' •�,r•,`;i�� TVA 7�vr r,l I I 18 X 18 BUILT-OUT PILLAR 18 X 18 BUILT-OUT PILLAR 1-6"� 18 X 18 BUILT-OUT PILLAR 18 X 18 BUILT-OUT PILLAR�'j� 1'-6"\ fr 22H Use st5.5x125x12 glulam.At west end bear on trimmer or HUCQ to 78M.At east end use single trimmer and 2 king '••fy'J 1 yu'e' W/6 X 6 BEARING POST W/6 X 6 BEARING POST m W/6 X 6 BEARING POST W/6 X 6 BEARING POST m 1/4 = 1' U.N.O. mr now„drop ve„mw, I /1 I I -m I _1 m I- 23H 5-5x10-5 glulam 3 '4 DECK `-'w COVERED DECK 0, 18 X 18 BUILT-OUT PILLAR 74P J , „ , „ ,_m _ , „ , „ III BUILT IN SHELVES. DATE d Beams 1 O W/6 X 6 BEARING POST DN 18'-0"X 8'-d" I x 0 17'-0"X 11 -0 x I 3 H Default sawn material is Doug Fir No 2 or better- Co 1 53 SQ FT co' N ui co 182 SQ FT -u, Z •; ware the WILB for window lnstallatloo- 6-11-/1 E Default glulam,LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2,300 psi.min Pb. 8.ra t, an"I-Cut"[Standard 1-Cull in the TyNaACWf16{modified I-utise ea[ceptedi. ALTEfWATEMEIHObTOSECURE HERO FLAP:In lieu of temporarily raping.the head ,n as - V ! a For an-I-Cut".begin with a hodaontal cut across the bottom and the Lop of the tap ran be marked under the Tyvek'wRB. -, Default wall connection:3"bearing in pocket or on plate with min..2 studs below. window fra to xround too w ndpws,[hecutrh"um begin above thempuionip. 4 CABINET-OWNER/CONTRACTOR TO VERIFY. ROTE Some windows and flashing widths may require Longer slits 13'-3 1/2" 2'-2 1/2" 20'-5 1/2" 14'-6 1/2" / ,- Default end post connection:LCE.ACE.EPCZ, ECCQ,or similar. FrmMThecenter,tutsvalthidowntotheslit. / / / i r9 C.Fold side flaps into rough opening and secure to inside wall.Cut elf excess flaps if Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. B.CultwoasDegreeslasaw<otwamofB"exsendingrromrhetarot,o}rhewlndoe desired. 0-6" 0-6°. 0'-6" 0'-6n I I 4'-7 1/2" 0'-6" 0'-6" heed,up and awayfrom the'window opening This will erea[ea Rap above the �1'-9" 3'-0" 3-0" 3-0" 3'4; -2'-41/2" ,i( 4'-0" ,1/,' 4'-0" ,I/k 6'-0" 1/ )/ 3'-0" // 4-0" // 3'-0" / 2'-0" EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 Default mid-post connection:LPCZ.PCZ.CCU,or similar. tau,opening taeoposesheaminger framing memheato Mow head tlashmq 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" installation(see step 4J.Flip head Rap up end temar par;ty secure with DuP•nt - - - - W31 4060 PIC- - W324060 PIC- - W336080 PATIO DOOR- Default beam to beam connection:Hanger:HU.HUC,HUCQ or similar. Bear on top.2.HGA10. Ernie'Tape L. ■ ` DE HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. Connector(if blank WINDOW FLASHING DETAIL-STEP 2 PI R NOOTINGT.B.D. I Callout Min.,use Alt 1 nun.,use Alt 2 min.,use Notes DEP.ON FINAL GRADE I o 20H @ 96" 20H @ 96" 21H @ 96" I o use default,above} o I I 6 TEMPERED GLASS 20B 6"x 12"PT DF#2 Eng-Calls OPA Co in 3060 FIX CASE inm 21B 4"x12"PT DF#2 Eng.Calls OPA -W28 3060 CASE - - - - W30 3060 CASE- - 71P 1 - W34 3060 CASE- W35 4060 FIX CASE-W36 3060 CASE- - 30B 5.5x12 glulam , ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 31B 4x10 6x10 5.5x6 glulam I ] ]i Z \ \ INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES Ty+d "°�'"`°"° °I I I 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 01) 32B 5.5x12 glulam HUCQ ea.end �I[ k j1VIndowJemb-_. { 20H @ 96" 21H @96" C 21H @96" III ( 21H @ 96" G 21H @96" 21H @96" Z / END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE lik, k. V VUse min..5.5x12,24F-V8 glulam.Approx hackspan=3'.If this beam acts as wall top plate,connect studs and ea` ww�' - - - - 12'-5"L - - - 2'-4 1/2"r 17'-7 1/2" 2'-4 1/2" 14'-6 1/2" STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 33B mullions to this beam with A35 and screws,typ.If beam bears on wall top plate,connect with SOS 114 x 6 @ � 5 - rn o EARTHQUAKE.MIN.EFFICIENCY OF 91% 12"max up through top plate into bottom of beam.Bear this beam on 73P at backspan end and connect with - +VF70rap "Sill' COI7 CT / I ` © 7 o _� 0 C516 x 32"vertical strap.each side,centered on beam!post intersection for uplift. .,ddl rrrnr•,w.-rn,.rnr. I _ 2 n co NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY sr r eV• ' �y,Je - o �o J 1--io i_ o - M THROUGH A BEDROOM7 8 ,BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING W Use min--5-5x12,24F-V8 glulam.Min-backspan=12'-This beam is the header for windows below it-If this + , R - N I W-' u_ co N NOTE:VERIFY ALL HEADER X 9 P i o o SPACE IN FRONT OF 34B beam acts as wall top plate,connect studs and mullions to this beam with A35 and screws,typ-If beam bears soiimdm r d• tta Noi s:TltErat k `� rrJr o¢ X c _ C� HEIGHTS WITH SUPERVISOR on wall topplate.connect with SDS 1/4 x 6 12"max upthrough topplate into bottom of beam. ,,aieenr• ' "'"` de Co rn o -1_ co ¢ O I FURNACE. o cs, 9 ap o C7 J o rrt (V Tx) 35B 2.2x6 4x5 - El Fr �N� ❑ I c 40B 1.75x11.8 LVL _ PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF STEP 2 BEDROOM #1 I LIVING BEDROOM #2 I CONTROL VALVES&WASTEATWASHER. EXHAUST DUCTS SHALL NOT EXCEEDATOTAL 41D 4x10 sxlo °' 0.Cur Capone'Fl•xWrap'at{eas[12'LOHGERthanwidthaf rough opening sill(Sy. C.Remove narrow release paper I I COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF o 42B 5-5x15glulam 67x13-5glulam userpuwidthssufeuiee,tmarmeveamin,mumerradhes,oniESa2nwhereme " ' " ' " ' r' ' " ' " THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 'o ❑Fart outsnrPTnrwrap-a[cornrrsend adhere onto}aceoFweliConkinueadhrrrng 12'-1 X 11 -11 17-3 X 15-� 14-0 X 11 -11 9 .nndow}rame will be Located.ensuring T-3"adheion onto the face of(bewail. onto fare of wall along sill.Coverage of FlorWrap"should be 2"-3"onto the Face of 43B 1.75x11.8 LVL in add'n to floor joists for F.F sup,t 1:3 B.[temouewidepiaevEreleasepaper.PasitionvnhwiaantalsillbPaligningll+e the wall. r 153 SQ FT 2. 261 SQ FT 2 176 SQ FT I EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 44B 2.2x12 PT 4x12 PT 3.5x12PTglulam Irsideedgeofthenarrowreleasepaperwiththetaceofthewattoensure2'=3" \ L I 9'CEILING 9'CEILING \ 9'CEILING SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. of the FlanWfay-wrli he adhered to the face of the wall with a minimum of 6"u I 45B 6.75x12 PT glulam 5.5x13.5 PT glulam eargf lamb 445w e.nternugn opening P °n° ° ° ° 7 A 2'-4 1/2"- / 2'-4 1/2"4 _ Z \ o cn MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Use min..3.5x12,PT,24F-V8 glulam.Approx backspan=3'.If this beans acts as wall top plate,connect studs I I Q PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 Z and mullions to this beam with A35 and screws,typIf beam bears on wall toplate,connect with SDS 1/4 x 6 - a-i 4/ 46B P i� I i� o b C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW u, @ 12"max up through top plate into bottom of beam-Bear this beam on 71P at backspan end and connect with WINDOW FLASHING DETAIL-STEP 3&4 - I - S KP oar I sMOK rOR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS4 INCHES. DRYER,KITCHEN,CS16x 32"vertical strap.each side,centered on beam/post intersection for uplift. °'J JEE , - - 1 O I nl oo AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK 50B 5.5x12 PT glulam CIO ./ I- 0'-8 1/2" I 5 1/2"x 15"GLB FLOOR BEAM 42B 4'-3 1/2" \ 2'-9 1/2" 9'-10" I \ PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE Posts h" _ COCO" - , -2'-4 1/2" 71P BOT.@ 97 1/8".-12"OF BEAM EXP. - - 71P 0"-�- - - 1'-11"� - - SEARING WALL - I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX +. ° - - - I CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH Default material is DougFir No 2 or better- Tua' ��~ I�'e - -I-/1 l) �18 30$0 - - - - - - Alm D22 3080 - - D21 3089 - - - P - DOMESTIC DRYER EXHAUST. 0 Default bottom connection on plate:2 A34 with TECO or screws,or d-16d face nails. at! '' ,', 'I J+w a �I 13 RILaWA L o- 4'-5 1/2"- �� I 17'-4"L �--4'-3 1/2" ' 20H @ 96" BATH#2 l � r,, i Default bottom connection on beam:2.A34 with TECO or screws,or PCZ. r I +4 0 BATH#1 i.l o o i i I-in F 1 O io m r 10 HAL 20H @ 96" Z f� /$IJ r" �� iv oo iv co Der ,� ,� - co W LK 48 SQ FT I ° 1 1 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH Default bottom connection on concrete:PB.or AB,or ABU.or ABW,or CBSQ r "rM", \ M 1 0 26-0 X 7-4 o M y @� Q N �y 10'-0"X 5'-11" \ O \ X I AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. Alternate bottom connection on concrete:#5 rebar or 5/8"all-thread,epoxy 6"min.intopost butt,and 6"min..embed in " ,.r' / fF m 50it" r v e"a CJ rn s crMM�" o P } 147 SQ FTI N M 9'CEILING = o iLi conc.Conc embed may be wet set or epoxy. •,eI I'y'dt cod 58 SQ FT .k." E snnoKe Der ❑ O o o _1 .el' -� 9'CEILING I (Ni M N co- 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. L_ Connector(ifblank ° 1-8" 1'-4" 7-4" 4'-5 1/2" 9'-4" / 4'-0" / 4'-5 1/2" 4'-1 1/2" 2'-9 1/2"z - - - 6'-6 1/2" n 3'-3 1/2" M 1 /� FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. Callout Min.,use Alt 1 win.,use Alt 2 min.,use Notes k icy Cil - - - I\ O Q2 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR use default,above} OPMNeL Aegy To er•nraidermal ° D16 3080 _ D24 3080 I I_ E rlaet,"r r.remmeMrd xeLrntr o o a o s N ifl SEALED TIGHT. �I cancer ide+imo,n g•{I,rabyio (CRAWLSPACE I - 1 O ,1'-11'y I ¢ NICHE/ o '-�- o 70P 2-2x4 4x4 sealant heed for evert 4'Mw1iM°'wlo p[LAgrGI a cV N erinu for damage. e„r°'d2"POrk.*vw- °d:w""„v,'^no•",s�r.`T' ."T' u „ , „ i� r o I EXP.RAILING SHELVE - 2 4 U 7'-1 0 X 16-8 3 NICHE I 4 fl CLOSET UNDE `� o o �® 9 GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. 71 P 3-2x4 2-2x6 4x6 a "'�"° _ \ - 13 T2P 3-2x6 6x6 4-2x4 w I o o N AT END OF STAIR --o' iv• INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS STEP a STEP 4 ° Z 131 SQ FT I UP STAIR - A- � 73P Use 2,6x6 attached together with 8",SDS or SDWH 18"spacing. apMyTawer'Resdertial Sealant.o eccmmnWeasealant.an three sdesgamhsand A.I�uwlnd�ac�diwta ran"fa<wr�sinst instructions. ° r� T' THROUGH PER I.R.C.RC SECTION 312.2. 70P 3'-8"X 13,_0„ 71 P headjas shown atn"e C� 0 47 SQ FT 74P 6x6 PT B.Cus TWO yabcesorDuPone Fuahkg7apedrOuP•nt"5tnyhrtlatah-for lama _ �� I y 1 I- I PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N n flashMO extending 1"above window head flange and below bottom edge of sill °° ' / 1t_ 8 I 7 STORAGE/UTILITY d NOOK J MANUFACTURER'S CONTRACTOR MINIMUMREQUIREMENIONS. NON-COMBUSTIBLEO CO }, Hashing Remove release paper and press tightly along sides of window frame ° - OOIICINAL:fmstalllrrgadripcapaspartofshewindowrratalLationheforethe MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF fn TYPICAL HEADER FRAMING PuPeneseLrAdheredFlaslarg membrane at the windowhead narge see Drip 14' 1Q" X 6' 7" I I 9'_0" X 5'-5" CRAWLSPACE ao SURROUND MATERIAL. RADIANT HEAT Cap Insra[rafien Section and refer to pptfpnl.NOTE:The verecaL Leg of the drip cap oa ENTRY T.B.D. Q 0 must not be taller then the window head Range when Installing drip cap according BOILER 105 S Q FT - 48 SQ FT U ' tpoptignt. I 9'CEILING I W " GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR C� HEADER LESS THAN 5 'CEILING - - 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. L C.Cut a piece of DuPont-'FLashing Tape s Srtralph[flash"for head flashing Long CRAWLSPACE ENTRY I I CRAWL LL co , a) enough to extrhd heWhd outer edges fir Iamb flasftings RE15dbe feLease papa'andL (9 L , „ , „ co install completely cpyerng Flange and adhering to exposed sheath.rg or framing ° O T.B.D. .. 15-7 X 11 -7 Z • W members.OPTIONAL If installing a drip cap as part of the window installation, r I 364 SQ FT I- ' but aril}the Window head flashrngsee bripCap Jnsialkf[fcn Section and refer to 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. 0 Q IY ' CO Oaten y ❑ - cfl NOTE'EnsraTe proper shingling.OwPn„d'FlaahingT•pe of Srr•EgtetfLe,h-ar Jam hs °/ 8'-3 1/2" - / N 15'-6" I o I/` w ) 0 must overlap the OuPasN-ITouWra�at the wttand adhere to the Tyvek'utlns helmv I ! n \ I f \C 'I 0 U (iJ CENERAL NOTES J � ¢ ILu�sill. HEADER LESS THAN 5' WINDOW FLASHING DETAIL-STEP 5&6 I ° - - 0'�6 1/2" \ 8,0„ 0'-6 1/2" 5 Q p z ( L r- STAIR ° m `� Q `'' (1)KINGSTUDFROM _ I 3'-11"X 10'-2" ° ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. TOP PLATE TO ' /� 211211\_ I 4O SQ FT °° 2W Q 21BOTTOM PLATEA - - - • (1)TRIMMERel...',"..`+e� i A� LOWER LEVEL WALLS AND 2ND FLOOR FRAMING `? \q� ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. U Ai � /Jel -• I i 4, -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. I - u \� VERIFY HEADER HEIGHTS WITH SUPER. Z V) 1 R ti - INTERIOR BEARING WALLS ARE INDICATED WITH DIAGONAL HATCHING. a - ° ° °° °' Lll - FLOOR AND DECK JOISTS ARE OPA, TYP. I1 I ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED ' ' I _ oeI e1 �`„, - STAIR FRAMING PER ARCH AND CODE MIN. r OTHERWISE. Liu iL. \I\ m ere IY lyr•e - EXTERIOR FRAMED WALLS ARE 1 PW EXCEPT AS NOTED ON ENG. PAGE. °a I- 1 ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED 0 0 �` - DECKS ARE 15DX EXCEPT MASTER BEDROOM DECK. / 1�ff wg1r - ° OTHERWISE. 7 0 TTJ 'Wei' 7 J�k Warier L 8'-11 1/2" 15'-o 1/2" 8'-9 1/2" / 10'-0° / 6'-$v2° �/ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q HEADER MORE THAN 5' =Taps sTEP6 / \ - I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z W z _ _ LOCATIONS. W 0.Rip down upper flap dTyude'WRB sort lays ftatacrc�head ilac-hang Final Step / 24'-0" / 17'-9" / 7'-9" I / 9'-6" - N C. Cut due ea p or thnri 7ywk'pe es at taws hown with c uRen head Rap necessary.) ,J around o ar ina atS,•„dvd is (�"d barker r�ar I I FRAMING NOTES J C.At tire head congnuous ape seamsassh bottom wide window-Tpeair Tape a necessary]around the window opening at the interior.It is also acceptable to use w )L. ,. O•Wnt'Flashing Tepe.CO NOTTAPE as bottom el window. Gr•ac 5�lutf Pr.W4,d""'a Oe•r poly r.d.o.e T•.m 6"1af or rvoomme"dva / 59'-0" - > roam.When using-knew'Bvridvnrial Sealant,tool savlant bead slat to allow the I I U v CO NOW 5kip-raping at head with a mecimum of two 12)2'gaps for every 3'of window is natural curing process to creme mncaur shape Be sure that the sealant penetrates (V /'S1 acceptable if en air barrio is rot required ar if additional drainage is desired lire grower of the DuPont'Flu hikcp around the sill.When using GreattSuff Pro" V J OPTIONAL:I+installing a drip cep AFTER the7wek'WR6 head Rap is flipped down and Windows Door Foam Sealant In perimeter openings less than 1/2", Z.O. ° REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. I- J sealed,see Gin Cap lrrsrar[ation Section and reform 0pti9n 3. apply using ma plastic extension dp for the Greer Stint Pre OlapensBtg Gun during HEADER MORE THAN 5' mW Ee[lan. I I ° 0 NO1 E.fnslrllapons that wind or ow/dadeslgnr,n Lx rating of 43 or 17 HD Alt 1 -Holdown-Embedded Strap Type. COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF regalia extra precautions See SoerialC sideratjgstifor performance regpiremerl6 I .. FOUNDATION/SLAB/JOISTS BLOCKOUTS. W _exceedne this design rating. * Min.Capacity: Good for 2185 lb uplift. ° Q (2)KING STUDS * FROM TOP PLATE TO Z7 WINDOW SCHEDULE Holdo�trn:Use LSTBD8 for no rim joist condition. I ° ° a ° ° ° d ° 4BOTTOM PLATE FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION - For rim Joist condition use LSTHDSR.J. 1_- - - - _ - - - - _I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 1 • (1)TRIMMER WO1 1 1 1680 18" 96" PIC * Nails: Use 16, 16d to full-height stud as follows. W02 1 1 2616 30" 18" AWN ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL W03 - 1 1 2616 30" 18" AWN * Stud:Use larger of:king stud as speed elsewhere: or choice of 2-2x.3x.or 4x. \`, PRIOR TO THE FABRICATION AND INSTALLATION. z 1 W04 1 1 5050 60" 60" YES PIC �- 7///7 a C__ -i Alt 2-Holdown -Bolt Type G.P W05 1 1 3050 36" 60" YES CASE , , � ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED W06 1 1 2616 30" 18" AWN \\\j\\ C Holdo�u:Use HDUy. \�•\O \ * � Q� BY MANUFACTURER - W07 1 1 3060 36" 72" CASE j\j\j\ / 1/2" SHEETROCK Lags: Use 6 SDS 114 x 2.5 to hull-height stud per above �< QJ / • j, CO t. >IN - W08 1 1 3060 36" 72" PIC / 'a ci /` Anchor Bolt: If wet set.use 518"diameter SSTB 16,or 5/8"all-thread with nut and 3"washer on �Q\ t�,1�' / / (�I W09 1 1 3060 36" 72" PIC 8" CONCRETE WALL * FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE • W10 1 1 3060 36" 72" YES PIC • % c embedded end.Min embedment= 12".If too long to fit in footing,bend 90-degrees at bottom of footing, �,�yQ / AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE W11 1 1 4636 54" 42" PIC3" \ R-21 INSULATION maintain cover at bottom of footing. QO Q� / f GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" W12 1 1 4636 54" 42" PIC • \/\/\% � + + pf w'' Ht OSB OR EQUAL. � /` If rotohanunler,use Site'Titan HD or all thread&epoxy,with 6"min concrete embedment, centered in fit, Q Z> [t W13 1 1 4636 54" 42" PIC \ , • 2 X 4 WALL @ 6" FROM CONCRETE I- / a a(.-I' WINDOW W/ 6 POST W14 . 1 1 4666 54" 78" PIC • \\\/\\\\� steno wall. I / / / BUILT OUT ONLY IN FINISHED AREAS ' • PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST w° W15 1 1 4666 54" 78" PIC \\\\\ / ° \/A/A/A z o a a W16 1 1 4666 54" 78" PIC < L ' " 83 L Ledger - Concrete Attachment - J •- h LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o 0 ro W17 1 1 3066 36" 78" PIC \\/\\//% C 0 _6 1/2" WEDGE ANCHOR 48" O.C. Use + l�_ • FLOOR HOEDOWN LOCATIONS. a W n ° \/\/\ • C- Ledger: 1111T1., .x PT ledger at least as tall asjoists. 11 a m W19 1 1 1 1 264010080 300" 48" YES CASE EL PATIO DOOR \ < c 2 X BORATE TREATED PLATE I n . .t Z w o w \ \ Connection: Use 5/8 diameter x min., embedment, Titen HD or wet-set bolt, at spacing below. Mel PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING �/ a�z°� W20 1 1 2640 30" 48" FIX CASE • \ j ° LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. L.L p a w° W21 1 1 2640 30" 48" CASE \ /' distance from centerline ofbolt to top or bottom ofledger= 2.7_ 1�. a. f�..AL Feaa° W22 1 1 3016 36" 18" PIC /��ii/c I I „ „ ,� • ������ ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ° z W23 1 1 3060 36" 72" CASE Joists parallel, use 36 max s achig, staggered, and within S of splices and ends, with 3 x ._5 washer. Zw w24 1 1 3016 36" 18" AWN TYPICAL FURRED OUT WALL IN BASEMENT wino 2� O =~�U° W25 1 1 3016 36" 18" PIC INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "~Z w ��_xa (1)TRIMMER W26 , 1 1 3016 36" 18" PIC n n n Z° W27 1 1 3016 36" 18" PIC SCALE: 1/2" = 1' daists perpendicular, use 12 max Spacing, staggered, and within $ of slices and enc�S, wit113 x .?5 �,.� Ist �t� S ��+4� CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM J w�W W° (2>KING STUDS - H. - ' CONNECTIONS. Z Z FROM TOP PLATE TO W28 _ 1 0 3060 36" 72" CASE washer. ►5 -'u-�'�'� L. Z a a o BOTTOM PLATE W29 1 0 3060 36" 72" FIX CASE z °o W30 1 0 3060 36" 72" YES YES CASE Joist Connection: Connect joist to ledger'with standard hanger. T6 A 5 �H�•Y • o o° o I i W31 - 1 0 4060 48" 72" PIC m a ■ 38'-0" F o W32 1 0 4060 48" 72" PIC [= z o Q°o SIDING PER PLAN 10'-10 1/2" 10'-4 1/2" 16'-9" Z Z rr Z W33 1 0 6080 72" 96" YES PATIO DOOR C °a C_ DECK FASCIA 5/4"COMP.EXT. z°w a a W34 - 1 0 3060 36" 72" YES YES CASE TYVEK HOUSE WRAP PLAN AREAS W -'°U» - C_ MAT.-INST.W/SPACERS 20B 1 20B �ECK FASCIA 5/4"COMP.EXT.MAT.-INST.W/SPACERS SOB ? W35 1 0 4060 48" 72" FIX CASE f �I {� w°Z w w W36 1 0 3060 36" 72" YES CASE C 7/16 OSB SHEATHING \ ��� ' °o o° �� 6"X 12" I/ 6"X 12"P.T. I �� z z W37 1 0 301 6 36" 1 8" AWN FLASHING 24 X 24 CONCRETE �1�1 P.T.DF#2 D ��� w°O O W38 - 1 0 3016 36" 18" AWN 1 0 yW z�za l PAVER DECKING % 18"X 18'COLUMN 18"X 18"COLUMN F#2 r 5.5.,X 12.P.T.GLB J MAIN FLOOR 1 886 SQ.FT. a °° 18"X18"COLUMN 18"X18"COLUMN } ammFo BUILDOUT BELOW . BUILDOUT BELOW u BUILDOUT BELOW BUILDOUT BELOW °o o x W39 1 0 3016 36" 18" AWN a II �+ �Z°� WINDOW W/ 3" POST # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION 1 216 , 4 x 12 JOISTS 24"O.C. �^ �'a�o /\/\/\'/`' - - ,j� BASEMENT 1 ,158 SQ.FT. V J ��w� /�/�/�/� \//�% SIMPSON ZMAX LUS410 / FOR DECK PAVERS f o m a DO1 1 1 3680 42" 96" EXT. HINGED-COMMERCIAL DOOR 2 \ \ \ \ \ \\ I ri +/ LL°° D02 1 1 3080 36" 96" EXT. HINGED / / L 2X 12 TREATED DECK LEDGER TO HAVE X BRACING SEE G/A4- 15 DX w a a o VA VA VA VA VA VA VA VA v 4"X 12" s LL - L- IL • • 0 ■ 0 D03 1 1 3080 36" 96" EXT. HINGED DOOR E03 / 4X12PT.JOIST24"O.C. O P.T.DF#2 TOTAL LIVING AREA: 3 044 SQ.FT. D04 1 1 3080 36" 96" EXT. HINGED DOOR E03 %\ Coft� M D05 1 1 18080 216" 96" GARAGE %AA/AA/AA/AA/AA/AA/AA/AA/ o ,/� #>II '� l �� LL N D06 1 1 3080 36" 96" HINGED DOOR P01 y\\j\\j\\j\\j\\j\\j\\j\\j\ USE 5/8"DIA.X 4" = GARAGE 603 SQ.FT. / / / / / / / � \ EMBEDMENT,TITEN HD OR It\ uT OWNER APPROVAL D07 1 1 3080 36" 96" POCKET DOOR P01 ///�/\/\\/\\/ /�/ j ° WET SET BOLT,@ 9"OC MAX, - D08 1 1 3080 36" 96" HINGED DOOR P01 AAA/AA/AA/AA/AA/AA/AAjAA/v y� _ STAGGERED,AND WITHIN 8" D09 1 1 3080 36" 96" HINGED-DOOR P01 3'-0" 18'-3" 16'-9" INITIAL: \/,\/,\/,\/,\/,\/,\/,\,, OF SPLICES AND ENDS WITH 83L r STORAGE/UTILITY 105 SQ.FT. COANGER EA.SIDE D1 1 1 3080 36" 96" POCKED DOOR F05 jDOOR P01 \ \\//\\/j�\/ j .. 3"X.25"WASHER. �,� ■ ■ ®` ���r� Or \\�\\�\\/\\\/\\\�\\�\\�\\ L �� \oB PAGE #: D12 1 1 3080 36" 96" POCKET DOOR F05 i,�i,�i,\/i,\/i,\/i,�i,�i,�iENTRY PORCH 123 SQ.FT. N\SI D13 1 1 3080 36" 96" POCKET-DOOR F05 j / / / / / / / j a MIN DISTANCE FROM I I - (2)KING STUDS D14 1 1 3080 36" 96" HINGED-DOOR P01 \/\ \\\\\\\\\\\\ Z. CENTERLINE OF BOLT TO A3 FROM OTTo n PiaO • D15 . 1 0 3040 36" 48" HINGED-DOOR P01 VVAA/V /j TOP OR BOTTOM OF LEDGER I 83L - - - COVE RED PORCH 1 57 SQ.FT. D16 1 0 3080 36" 96" HINGED DOOR P01 VAVAjv =2 3/4" _ - - - - - T 1 ® I 1 1 D17 1 0 3080 36" 96" HINGED-DOOR P01 a -' 4/A2 SIM. WiT D18 . 1 0 3080 36" 96" HINGED-DOOR P01 ',\ I I I I COVERED DECK 266 SQ.FT. D19 1 0 6080 72" 96" DOUBLE HINGED-DOOR P01 PAGE: D20 1 0 6080 72" 96" DOUBLE HINGED DOOR P011. T >IN _ OPEN DECK 258 SQ.FT. D21 1 0 3080 36" 96" HINGED-DOOR P01 TYPICAL FURRED OUT WALL IN BASEMENT D22 1 0 3080 36" 96" HINGED DOOR P01 2 LOWER DECK FLOOR FRAMING PLAN 8 of 18 IL D23 1 0 3080 36" 96" HINGED DOOR P01 SCALE: 1/2" = 1' D24 1 0 3080 36" 96" HINGED-DOOR P01 MASTER DECK 52 SQ.FT. D25 1 0 3068 36" 80" HINGED-DOOR P01 GENERAL NOTES DESIGNED BY. J. STERLING 59'-0" ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DECK FASCIA 5/4"COMP.EXT.MAT.-INST.W/SPACERS DRAFTED BY: N 30 LB FELT OR SUITABLE BARRIER / 8'-6" / 4'-9 1/2" / 10'-8 1/2" 1 17'-91/2" 17'-2 1/2° ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. o TO BE USED BETWEEN HANGER AND , I�i 1' � 50B ^i J. BASS ACQ-D&CA-B TREATED SILL 7 -1� ^) I = /� y, VERIFY HEADER HEIGHTS WITH SUPER. SILL SEAL I I -J - 5 1/2"X 12"GLB 001111111111114111111110. - DECK BEAM �, \ m µ/ L 1bI 18X18"COLUMN ALLEXTERIORWALLSARE2x6- 16" O.C. STUDS, UNLESSNOTEDBUILDOUT BELOW n - r1/4 = 1 U.N.O.I - I 13 - OTHERWISE. J Co- I- I G ALL INTERIOR WALLS ARE 2 x 4 16"O.C. STUDS, UNLESS NOTED DATE DNX /� x o A4 OTHERWISE.- -gym\ j 6-11-21111DECK FASCIA 5/4"COMP.EXT. 31/2"x 12"P.T.GLB o • MAT.-INST.W/SPACERS 446 bF PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER _ DECK BEAM ; 4 x 12 JOISTS 24"O.C. a DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR ���� �� FOR DECK PAVERS LOCATIONS. sI oJTOHAVE X BRACING SEE G/A4- 15 DX (V Simpson Strong-Tie 466 , _ D - FRAMING NOTES ITS11.88 4 x 12 JOISTS 24"O.C. ► I II Illf �II L BEND TAB AND I FOR DECK PAVERS INIMI N lil .. FASTEN WITH 10dx1 `n I 3 1/2"X 12"P.T.GLB • - vz°NAILS WHEN I BOT.@ 109 1/8" REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. WEB STIFFENERS r DTT2Z 002 _N- �8'-3" ' ' 1DU2Z .orrzz .orrzz ARE NOT USED 82L I;I. 82L - - D - -i. - E - - • 71P M III d� igc1, �I. E. I . !m I COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF A4 A4 ®i iI ` I-- --i FOUNDATION/SLAB/JOISTS BLOCKOUTS. Cr) (---A--- TOP PLATE HANGER I I R --------------SOLID 2x BLOCKING AT !�__ I. I (�� I Headers LATERAL LOAD - r FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Default header material is Doug Fir No.2 or better 1 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT NOT TO SCALE I �• ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL .7-%___ 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration ' Default Trimmer.use 1,2x stud or Simpson LUC hanger.each end. I PRIOR TO THE FABRICATION AND INSTALLATION. W gi m X Default King Stud,opening 6-feet wide and less use 1.full height stud each end(plate to plate.) Z9 I I (1) ❑ N 6 , ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Default King Stud,opening wider than 6-feet use 2.full height studs each end(plate to plate.) o: BY MANUFACTURER Y Trimmer,each end King Stud,each ,-o 45B Callout MIin,use Alt 1 min.use Alt 2 min.,use Of'Wank use default end{if blank use © rn rn FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE Floor Joist Blocking per IRC 502.7 above.) default above.) p °'O I I N ? iN (Seismic Design Categories D1 &D2) 20H 2x6,"L"config axs °°° _ N 3 r kliil' AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE e A4 m GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 11) BCI JOISt 21H 2x10."L"confg 2-2x8 4x8 r i_ I i 143B x OSB OR EQUAL.BIOCking 22H Use 5.5x12 glulam.At west end bear on trimmer or HUCQ to 78M.At east end use single trimmer and 2 king a ° A IM~O D lc m suds. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ° 23H 5.5x10.5 glulam 3 r ,r '°`4I mI �A4 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TOoz Beams / 7 10 ) I5'I3" / 10'-8 v2" 1T-4" I FLOOR HOEDOWN LOCATIONS. iS - _ _ I I I I Default sawn material is Doug Fir No 2 or better. - L - CICS N Default glulam,LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2 300psi.min Fb. I 5 1/2"x 15"GLB FLOOR BEAM 426 g p - - -I PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARINGSII w 70P •• 71 P BOT"x 1975" 8".-12"OF BEAM EXP. 71P _ ,�, 141 \,. Default wall connection:3"bearing in pocket or on plate with min..2 studs below- B `� . �® _ _ _ i[ ..„... _ r ___ I -IV II i' `r P B 'III L -_-' I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. Default end post connection:LCE-ACE.EPCZ, ECCQ,or similar. -A4 4 :II -I �� Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. ,o ill ALL CONNECTIONS TO BE SIMPSON OR EQUAL.Default mid-post connection LPCZ.PCZ.CC4,or slmilar. o I I 406 x I LIntermediate 11 7/8"BCI 6000 1.8"I"JOISTS 16"O.C. INSTALLHURRICANETIESATALLTRUSSORRAFTERTOP PLATE Default beam to beam connection.Hanger:HU.HUC,HUGO or slmilar. Bear on top.2.HGA10- ► I M p II I uJ Bearing N -m FLOOR DIAPHRAGM PER STRUCTURAL 12FD 1 o CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM �_(WALL oR BEAM) Nailin er local Connector{ifbIankI \ I i9 io CONNECTIONS. 9 P Calto& Min.,use tilt 1 nun.,use tilt 2 min.,rase Dotes a code provisions use default,above} �_20B 6"x 12"PT DF#2 Eng.Calls CPA e H A t II E 21B 4"x12"PT DF#2 Eng.Calls OPA 41B 4 x 10 DROPPED iNI I -_ _ O30B 5.5x12 glulam 1_ FLOOR BEAM 11.16='='iA4 1I r 0 \ 31B 4x10 6x10 5.5x6 glulam �a �- CO P 1.75x11.8 LVL 4QB _ CONTINUOUS BLOCKING 32B 5.5x12 glulam HUCQ ea.end I I 1 70P ® BOT.@1091/8IIIM " �� ®�� -I I N 1-0 CNOT TO SCALE Use min..5.5x12,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs and d° I 40B ► I 40B � - 33B mullions to this beam with A35 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ J r 1.75X11.8 LVL / 12"max up through top plate into bottom of beam.Bear this beam on 73P at backspan end and connect with I QI FLOOR BEAM 40B >Q iv z IMLWILEI- I I CO O C.) CS16 x 32"vertical strap.each side,centered on beam 1 post intersection for uplift. d m m ' V w m \ a • ¢ U Use min..5.5x12,24F-V8 glulam.Min.backspan=12'.This beam is the header for windows below it.If this X 0 i X O 34B beam acts as wall top plate,connect studs and mullions to this beam with A35 and screws,typ.If beam bears `9 I - lo / • o� I 11.1 M Face Mount on wall top plate.connect with SDS 114 x 6 @ 12"max up through top plate into bottom of beam. a L - - LL 9.5"BCI 6000 1.8"I"JOISTS- LL -M_ - I� z w g 1s°o.c I Q Joist hanger 35B 2.2x6 4x6 N DROPPED SHOWER AREA CO 40B 1.75x11.8 LVL ° ' t °� w ,, or a A J L J IL_ J L A B • ♦ ♦♦ •♦ ♦ n , FLOOR DIAPHRAGM PER STRUCTURAL 12FD `� 0 41B 4x10 6x10 i 1 V 1 1 .Y'� p I - J Q 42B 5.5x15glulam 6.7x13.5glulam A4 1.75X11.8 LVL9B A4 A4 - z \ I • 83L - 40B -PT.1/1111°' .2X10 LEDGER PE 83LA4 I m a N Q 43B 1.75x11.8 LVL n add'n to floor joists for F.P.suppt L (- - - -44B 2.2x12 PT 4x12 PT 3.5x12 PT glulam 0'-6 1/2" ° T-2 1/2" / 6'-11 5/8" 10'-3 7/8" / I 8'-9" 8'-0" 16'-0" / 45B 6.75x12 PT glulam 5.5x13.5 PT glulam I Ii.i 0'-6 1/2" ' - ' 44 I W Use min.,3.5x12,PT,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs 24 0 I I D I I 0 101 A 46B and mullions to this beam with A35 and screws,typ.If beam bears on wall top plate,connect with SOS 1/4 x 6 b ° ^ 12"max upthrough topplate into bottom of beam.Bear this beam on 71P at backspan end and connect with l .11 CS16 x 32"vertical strapeach side,centered on beam/post intersection for uplift. p LOWER LEVEL WALLS AND 2ND FLOOR FRAMING I n_ _ _ _A4 4 X 10 DROPPED FLOOR BEAM Q I Z SOB 5-5x12 PT glulam -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. d . � l ° I ° _ �� CIE ° ` w °' - INTERIOR BEARING WALLS ARE INDICATED WITH DIAGONAL HATCHING. I - - ■II' - - I lIll H Default material is Doug Fir No 2 or better. Posts - FLOOR AND DECK JOISTS ARE OPA, TYP. a / I 8'-1 1/2" 10'-0l 6'-0 1/2" - - - -10'-2"- - Versa-LamOor Boise GLULAM Beam: Default bottom connection on plate:2.A34with TECO or screws,or4.16d face nails. - STAIR FRAMING PER ARCH AND CODE MIN. °,` L- - - - - 11 7/8"BCI 6000 1.8"I"JOISTS 16"O.C. - - I 0 Default bottom connection on beam:2-A34 with TECO or screws,or PCZ. - EXTERIOR FRAMED WALLS ARE 1 PW EXCEPT AS NOTED ON ENG. PAGE. FLOOR DIAPHRAGM PER STRUCTURAL 60J LL 0 Beam width shall exceed ° �^ Default bottom connection on concrete:PB.or AB,or ABU.orABW.or CBSQ - DECKS ARE 15DX EXCEPT MASTER BEDROOM DECK. V, 2x specified hanger nail length Alternate bottom connection on concrete:#5 rebar or 5/8"all-thread,epoxy 6"min.into post butt,and 6"min..embed in LL q IL _ ° v / Q conc.Conc embed may be wet set or epoxy. L A4 °a \° ° ZH W z \ \ d Connector{£blank L- _ 1 Q N- JOIST TO BEAM Callout Min.,use Alt 1 min..use Alt 2 min.,use Notes ° .- - ^ N use default,above) J IJJ N 70P 2-2x4 4x4 f , � 000 NOT TO SCALE 71P 3-2x4 2-2x6 axs \ Q 0) 72P 3-2xfi 6x6 4-2x4 _ - H J 73P Use 2,6x6 attached together with 8".SDS or SDWH @ 18"spacing. r , 74P 6x6 PT �./ r , O_ 15 DX Deck X-Brace A W General:To be used with concrete pavers on deck-Purpose is to transmit deck lateral loads to house so - a zr ° a that pasts supporting deck may be assumed pin-pin connections for lateral analysis. �17HDJ ■ A4 0 I CO - Maximum dimensions for one X-Brace=14'x 14'. Max lateral load per X-Brace=1150 lb horizontal_ / r 24'-0" - / 1 17'-9" / 7'-9" / 9'-6" Q Straps:Use CMSTC 16 wl gals•TECO nails in all holes over woad ° 11 Horizontal Tension Tie:At house ends of Straps:connect deck joist to floor joist with DTT2Z and 1/2"all / \V • 59'-0" 7 O,At(d thread rod,horizontal- 12 FD Floor Diaphragm L CO `1� - Flow'joistsparalle?to cleckjoists, Floor joists must be 2x,LVL,LSL,or I-Joist with web stiffener OSB Sheathing:With joists at 24"or 19.2"OC:use min.:24 oc rated APA Sturd-I-Floor;either 3/4"species w O 0 both sides min.,24"long- group 1:or 7/8"species group 4-May be OSE or plywood-Good far 130 psi TL(L1360 dell- 00 X.19- - Flow'joist psopeudicrrlar to deckjoists.Connect STT2Z to 2x,LSL,or LVL block.Use block at min., ° N two-joist bays at each tension tie. -, * Sheathing:With joists at 16"OC,use min., 16 oc rated, APA Sturd-I-Floor,min., 19/32"thick.May be Blocking:At house,use mil.,2x PT Con t blocking between joists. ° OSB or plywood-Good for 245 psf TL:cZ L.360 deft- O A p ▪ Sheathing Layout:Case 1 per IBC 2306-2-1(1) 4«' R Z> 14' MAX 14' MAX ENGINEERS �� '►i'ASHj {I' a a° Q Orient sheets continuous over two or more spans_with the long dimension across supports. .� Z z LL z 0 L_Et • Nail Boise Rimboard A 6 MARK x Nailing:Glue:and connect with 8d ring shank nails or#9 screws:at 6"edges: 12"field- �, * °o� to BCI®joist with 8d SCALE: 3/16" = 1' Blacking:not required except at supports(beams)and connections to shear walls below. �§ ` ° Z o nail into each flange. d 17 HD Alt 1-H"Idaiiu-Embedded Strap Type. ' -:s-�• , a a 8 a 6 NAILS PER END, MIN. • lain.Capacity:Gaadfar 2185Ibupl t- �'' 0- !woo= 15 DX of K, ��a�° 6X BEAM TYP. a x Haldonn:Lse LSTH]D8 for na cram]ast candlhan- 73 0 5 z w; TYP. MID POST d - inFar rim joist condition use LSTHD$RJ. ``� V FwII X Zi2Fails:L 5e 16, 16d tofull-height stitd as follows- V�4L f�f °X Wiz': RI M B OA R D I- Stud:L se Larger of king stud as speed eIse�vhere;or choice of 2-2x,3x,or 4x- = ��/ z D IO .Z • TYP. END _ Alt 2-Holdown-Bolt Type $134r' �.1- F o F NOT TO SCALE POST J * Holdown:i 5e HDL2- - a ° ° ° ▪ Lags:t 5e 6 SDS 114 x 2-5 to full-height stud per aba�°e a. t i� ��$ .4L =LL d J Anchor Bolt:If�s et set:use 5/8 diameter SST1316,ar 518"aIl-thread with nut and 3"washer an l �� �.tLC-►L �� Q Z o 0 .44 • embedded end_min embedment=12".If too lon to fit in footin bend 90-de ees at bottom offootii 0 o° o lAr \ I I maintain 3"cover aY bottom affoatm - °Z o a g TEAS NHL. 1' . W�0ma 11 ° ¢o° 4X JOISTS TYP. - If ratohammer:use 5/8-Titers I$or all thread&epoxy:with 6"min concrete embedment:centered in stem z �1 CMSTC 16 W/ GALV. TECO NAILS. PLAN AREAS 0 wall_ Zw FILL ALL HOLES OVER w HARDI-PLANK SIDING 77 11L Mullion o 1.9061181 ,� ALL WOOD TYP. ° General:These are specked maim to resist out-of-plane vvind loads but may also be used to resist iri- z TYVEK HOUSE WRAP a/ DTT2Z REQ'D Cl CMST ' / \ plane lateralloadsifsoindicatedincalculations. MAIN FLOOR 1 ,886 SQ.FT. Oa7/160SBSHEATHING STRAP ENDS ONLY FASTEN BLOCKING W/ TYP. MID / ° Mullion:Lsemin.:2:2x6:continuous bottom plate to tap plate. 000NT. 2X TYP. END x Header Connection:Headers}may be supported with 2x trimmer or hang on this mullion with HCC, BASEMENT 1158 SQ.FT. O i 24X24CONCRETE 6 - 16D GALV. NAILS DECK COND. DECK COND. ° FLASHING BLKG TYP. HILL or similar. ' J P,H �� PAVER DECKING FASTEN 2X PT LEDGER WITH • • - - J 73 ►>r liulli"" TOTAL LIVING AREA: 3 044 SQ.FT. LL ,1 1E i®iaiii�iii�i w' SIMPSON ZMAX LUS410 (3) ROWS OF 1/4" X 4 1/2"�� SDS _ General:Use same as 77c I with the following exception(s): 7,, r� - �� : . �y j �'., SCREWS C! 16 0.�.'. / - - - x andUse Co plate mp ae pithA34 and screams- OWNER APPROVAL / Mullion: min. 1 7 x5 LVLs.continuous b tta t to to (Q� . Top Bottom �nnectian-Connect at top and bottom plate2: GARAGE 603 SQ.FT. O �D��/ , � fl DTT2Z ' FOR ALL DECKS UP TO 14', 1 X-BRACING 82 L Ledger-DerkJoists t"F;uu. 1` 4 X 1 z PT.JOIST 24"o.c. ' Ledger:Use min-,3x,PT ledger at least as tall as joists. SOLID2XBLOCKINGAT FASTEN 2X PT LEDGER WITH FOR DECKS 14' - 28', 2 X-BRACINGS RIM PER PLAN DTT2Z REQ'D @ CMST g g ' STORAGE/UTILITY 105 SQ.FT. INITIAL: LATERAL LOAD CONNECTION (3)ROWS OF 1/4"X 4 1/2"SDS I I Ledger Connection:Connect to rim with 2,SDS or L edgerLC31C at ss�ax-, 12"OC and�4ithin 3"of ends SCREWS@16"O.C. FOR DECKS 28' - 42', 3 X-BRACINGS SOLID 2X BLOCKING / STRAP ENDS ONLY and splices. PAGE #: C-= 2 X 10 TREATED DECK LEDGER SDS or LedgerLOK to be of length necessary for full penetration in rim. ENTRY PORCH 123 SQ.FT. c- AT LATERAL LOAD CONNECTIONT -------DTT2Z W/ 1/2" ROD, TYP a Joist Connection:Connect joist to ledger with U or LL hanger(not LLS):all holes filled with gall_•TECO or similar nails:or screws-Simpson SD9 or similar_ COVERED PORCH 157 SQ.FT. A4 TYP. HORIZ. CANTILEVER TYP. LVL 2X LSL JOIST, 83 L Ledger-Concrete Attachment DECK/HOUSE CONNECTION PAVER DECK BRACING x Ledger:Lse nun.,2xPT ledger at least as tall asjoists. COVERED DECK 266 SQ.FT. OR 2 BAY BLOCKING Connection:Use 5'8"diameter x min.:4"embedment:Titer'HID or wet-set bolt:at spacing below__Min PAGE: E / 7/ // / distance from centerline of bolt to top or bottom of ledger=2-75"- SCALE: 3/4" = 1' SCALE: 3/4" = 1' Joists parallel,use 36"max spacing,staggered and within$"of splices and ends,with 3"x.25 washer. OPEN DECK 258 SQ.FT. Joists perpendicular:use 12"max spacing:staggered,and within 8"of splices and ends:with 3"x-25 9 of 18 washer_ MASTER DECK 52 SQ.FT. * Joist Connection:Connect joist to ledger with standard hanger. WINDOW FLASHING DETAIL-STEP 1 TYPICAL HEADER FRAMING FLOOR PLAN NOTES DESIGNED BY: .K 3 <-1Al2\) J. STERLING GU}ke '" ''"' HEADER LESS THAN 5' �Al2 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN r Aie.mat.M.rhedta 5'-31/2" y 59'-0" / .� � Se ore HwAFlrp EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: N n"Minimum ,r°, ' ' 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, cNi �' �' �.' 8'-6" / 15'-6" 18'-3" 16'-s" / REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE I of 1�,.' r ' i .' - �.. — BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR J. BASS 'yid'. I` \ \ \ \ AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. ::2 0 k '.kMmr�m Y;ive µIL II k o< 1 HEADER LESS THAN 5' OPEN DECK 13 2 SHELF AND HANGING ROD. 1/4" = 1' -maa • eu .4" fv..- `'�•-*', ,..�' =yvek Te f�u 17'-3"X6-2 U.N.O. L ellirvu k 13 106 SQ FT 13 f1/ (1)KING STUD FROM iD iDBUILT IN SHELVES. DATE a .,ol' TOP PLATE TO • /7 I I Lll H ;iznrAoind op w""°"' BOTTOM PLATE USE MIN 5 1/2"X 12"24F-V8 GLB EXPOSED-TOP @1211/8" 6-11-21 z _ • (1)TRIMMER i E STEP 1 1'-10 1/2" 0'-6" 0'-6" 1'- 0 1/2" 5 1/2"X 12"GLB EXPOSED 32Bb IL / 4'-9 1/2" / 10'-8 1/2" / / 4'-6" // 4'-6" // 4-6" / 4 CABINET-OWNER/CONTRACTOR TO VERIFY. Prepare the Tyvek'WRB for window installation: _II -TOP @ 121 1/8" _ _ 4.Make an"I-Cur Standard I-Cut}in the Tyeek'WRB(modified I-Cut is also accepted), ALTERNATE METHOD TO SECURE HEAD RAP'In lieu of temporarily taping,the head I \ _ — — T — — — — I \ For an"I-Cui",begin with o horizontal cut across the bottom and the top of the Rap can be tucked under the Tyve1C WRB. O O b O window frame kr rednd top wlndows,the tut should begin atavethe mall lelAt), N N W114636PIC W124636PIC W134636PIC N W ' COVERED DECK N EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 NOTE:Same windows and flashing widths may require longer slits. DECKill, 16'-9"X4'-8° 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" prom the center,cut straight down to the sill W 14 4666 PIC W 15 4666 PIC W 16 4666 PIC _ 8 Cut two 45 degree slits a minimum of 8"extending irpm the corner as the window C Fold side flaps into rough opening and secure to inside wall.Cut off excess Raps if \ _ \ O \ \ _ HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. head,up and away from the window opening.This will create a flap above the desired. O 10'-8"X 4'-11" 79 SQ FT o, rough opening to expose sheathing or framing members to allow head flashing 'n _ 53 SQ FT 20H @ 144" 8M 20H @ 144" tb 20H @ 144" 10'-9" / 6'-0" e _ installation{see step 4).Flip head flap up and temporarily secure with DuPont- _9 0'-6" 6 TEMPERED GLASS WINDOW FLASHING DETAIL STEP 2 W083060 PIC 6 3'-0" X X 3'-0" �j_3„ 3'2" 0'_4" `." 20H @96" 20H @96" 20H @96" // 3'-0" lili0_6 10'-0" ,I' 2'-3 1/2" Co Tyvek'repo Er, 1,_9n li 3,_0" Wo9 3060 PIC W10 3060 PIC Do2 3080 2'-0"f W17 3066 PIC W18 10080 4 PANEL PATIO DOOR \ \ �� (73P I�I I ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE HEADER MORE THAN 5' (71P� - ►1I \ \ \ INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES \ Lai ZOH @ 96" 7A - lib ` 34B 7 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, ClID b Q `O 21 H@96" 0 20H @ 96" ,. 20H @ 96" I I 21 H @ 96"I 5.5 X 12 GLB w z a W \,� END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE U d / VERIFY m w w U STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 6 w 22H @ 96" m LL J ❑ Ioco n ip EARTHQUAKE.MIN.EFFICIENCY OF 91/ocxt Oca = U (DO ce HSO (ViI 0el Ncwv.cc,a.r Q Classic Ceiling F n N a F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. fV`' IIL o N J NOTE:VERIFY ALL HEADER W w N Cf} II �k Windd•Jamh Ty' a m x m EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X"GYP.BD. NO FURNACE SHALL k \ W N HEIGHTS WITH SUPERVISOR - W (1) 0 x ` gown- �' io a. iN‘ I I o I (V_i N 0 I .Q o 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, N -ry ' wxw.w- u2 w i-•_ U BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF ' , HEADER MORE THAN 5' O_ m zQ @Q O '• WRONG. s,i CORR=CT fI X ro U U io FURNACE. �cl• if.� C 14 w= aFz ON g m N w ' Ov to PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF = lam'it, ?k ,. el (2)KING STUDS °' N "' CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL FROM TOP PLATE TO v BOTTOM PLATE — I I N r. I W N tO COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF o �w 913 siitw,dti ra,rdth� _ 0 7 MASTER B D RM a to GREAT RC OM z x DINING THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 400oo. .rinrhrt "m DONuTtraETGH • (1)TRIMMER 3'-21/2" / 2'-6" / V 2'-2 1/2" O TV' 15'-2"X 14'-11" 15'-6"X 22' 7" ill a-i N 16'-6"X 9'-1 0" 0 EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF id t� W06 2616 AWN in z O io SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. \ \ \ \ �I I 226 SQ FT a 11 \ 371 SQ F— N ". 162 SQ FT 0 N STEP 2 CV 1 I \ 10'CEILING ea o 13'CEILING N E- 30B 10'CEILING N MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE ° 20H @ 96" 71P z I 12'-0" \ PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 zo A.Cut Dupo st-FlexWrap-at least 12'LONGER than width of rough opening sill(51. C.Remove narrow release paper. 2 J C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW w Use roll widths sufficient to achieve a minimum of 1"adhesion BEYOND where the in D.Fan owl the RekWrap`at cot nets and adhere onto face of wall.Continue adhering 1 U \ OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, CZ a window flame will be located,ensuring "-3"adhesion onto the face of the wall, \ — — - — — — — — - i0 — — — - - z onto lace of wall along sill.Coverage or rlexWrap should be2--3"onto the face of - 3 I o r w AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK 8 id of I paper. iuhorizontal i in h 1. - 10 0 Remvvew Widerelease vs on onsllbyall In the the �A11/ A11 inside edgecithermrrowreleasepape'withthefaceoftinewaRtoCrsitre2"-3" �/ I O I \ a \ PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE of the FleltWrap"utilE be adhered to the face of the waRwithaminimum of 6"up _ op MASTER CLOSET C4 SMOKE DEL 1 IC �7 o \ zg �I 71P CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX each jamb.Adhere into rough opening. N in 8'-2"X 8'-5" f9 - I I_ I I I o I CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH o ih 65 SQ FT 1_6„// I DOMESTIC DRYER EXHAUST. of 10'CEILINGIA I I 0'-6" WINDOW FLASHING DETAIL STEP 3&4 WINDOW W/ 6" POST I • O I I WHOLE HOUSE FANS SHALL HAVE CONTROL AND AUTOMATIC CONTROL,SUCH 2 6'-4" / 17'-8" / 17'-91/2" / 16-9" I I / 11 U.) w 4'-0" / 2'-4" / 2'-2" I 9'-8 1/2" 1'-4" 4'-5 1/2" AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. `■' D09 3080 D10 3080 I I I O I 0 Li a \ \ �'�� a 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LL *�� / 5'-3 1/2" Q = -- — I "" 2'-0" \- ' 2'-2" z ri Y 1 2 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. rhE i," ✓ 1--.. y �'r`' ILD08 3080 N "°° 4 °" CO HALL ° r!!r °oACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR d I � * I� o —. _ z 4'-3"X 3'-11" I I\`- ° = SEALED TIGHT. // ryIr y co \ 217 SQ FTo kwl aO e� 1 / 0 w 10'CEILING I I I fµ' h s- GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. U t +`i u 1 0 w v w INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"DIAMETER SPHERE TO PASS 0 �y rM • r> + N 0'-7" 0'-10 1/2" ° / 8-0 L I J I 1 THROUGH PER I.R.C.SECTION 312.2. 0 ` 1 ,yk -- /[10 s' uJ MASTER BATH X 3'-0" / / CEILING TRANSITION / 4'-0„-13 / 4-0 71P E �' del h -.r\- IV" a0 6'-7"X 8'-3" 3 o \N \ \ /1 KITCHEN I 4 PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N i4 ' \ (1)TRIMMER > 1/ 4'-0 1/2" / 4'-7" 3 \ 16'-6"X 14'-8" o - TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N k NICHE I /� Lek a 123 SQ FT T _\ D07 3080 4 i w ix3 r-h — — I 240 SQ FT z l 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE V) Lop c ek 7- 4Iwh CD (2)KING STUDS 10'CEILING CURELESS M• '' \� I SURROUND&HEARTH MATERIAL.1'y OPTIOkNAL:ApplyTower'Reeidential 1 ;1 FROM TOP PLATE TO • N NICHE - / ¢ 9'-9 1/2" /I -I DV 1O'CEILING Q Sealant.or tec❑mnaandad sealant al _ \- 0 w sal wah a.ieenr two[7l z• sin ma BOTTOM PLATE O) ,CPO MIN / cr""," Q O trefi sealant heed for wary 6'0l wP"drxr ro iry❑❑i trp-r _ pw tr ❑oer.cr Q Zo \ W MASTER ° ,I O I-L o N 1 3 I o_ o t GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR O e CD allow for drainage. m,P1ev,t"r.,nee�n a Ian.iA . an � '�ve"I.:it� P' l of Q 6' SHOWER 1 0 t y Z_ r r� 15 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. • LL w En r U / 6'-11"X 3'-11" min �/ E m c? I 1 b O io 28 SQ FT -' MAS W.C. oe f0 I I WINE REF. 16,-9„ I Z 0 LU Cr) O STEP STEP Lo coih M 41 2 3 9SQF t„ POWDER m\ _ _ _ / / Apply Tower'Residential Sealant,or recommended sealant,on three sides Om bs and A.Install window according to manufacturer's instructions. - 0 ; I I N I 7 3 1 4 I s-0 ' 16 ~ 1/2" 0 > C !',?adl as shown above. _ p = I z Z / 10'CEILING ° 5'-3"X4'-11" im it < / 4'-0" _ 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. < Q B.Cut two pieces of DuPont""plashing Tape or DuPont"StralghlFiash"for jamb N O\ 6 21H @ 96" = m ¢�'I l 4 I 26 SQ FT T O N I O — J I w (� �/ Q flashing extending 1"above window head flange and below bottom edge of s[q \ � s CV O r z D11 3080 ,,,,, D12 3080 z l,� flashing.Remove release paper and press tightly along sides of window frame. c`? / 6'_0„ I/ 71 P / 71 P 71 P 21 H @ 96" ; 2OH @ 96" f \ Q J pQ N co OPTIONAL If installing a drip cap as part of the window installation before the / \sir " _ \ L —W _ Q O DuPont Self-Adhered Flashing membrane at the window head flange,see Drip \ \ \�\ \ 1` \ ENTRY II STAIR m I PANTRY \ GENERAL NOTES m N Q M Cap lnsralfarion Section and refer to Option l NOTE:The vertical leg of doe drip cap W 04 5050 PIC \ io 0'-')"/ / W 03 2616 AWN W 02 2616 AWN N _ U must not be taller than the window head flange when installing drip cap according - O1 I s-1'-3' 9'-4" X 15'-7" 8'-0"X 1 0.-1" ` 9.-0" 5.-6" `o ll �o> WINDOW W/ 3" POST / X 5'-0" 8'-11 1/2" / 2'-6" X 2'-6" X 2'-6" ,� / I 9-0 X5-6tm 1'-3 1/2" -' U 143 SQ FT 78 SQ FT rn I — 49 SQ FT -@ ° q ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. C.Cut a prece of DuPont-Flashing Tape on StraightF4ah"for head flashing long n ' ' ' I / 14'-1" 4 4'-s" / 5'-2" 10,CEILING I I "' q 1�1�1 enough to extend beyond outer edges of iamb Rashings Remove release paper and N 2 E, O I 10'CEILING c0 N �0 2 install completely covering Range and adhering to exposed sheathing or framing — — — — — I — — -• — — — t — t ± ° c_g — — "� — ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. members.OPTIONAL If installing a drip cap as part of the window Installation, \Al' 15'-3" / 8'-9" s-/ 6 SK4L GHT I I , All U but after the window head flashing,see Drip Cap Installation Section and refer to \ o _ \ \ _� 005.12 IL / N 24'-0" M 2 �I 71P 71P 2 VERIFY HEADER HEIGHTS WITH SUPER. 7 NOTE:Ensure proper shinglinu.DuPont"Flashing Tape or StraightFlash-at iambs - L must overlap the DuPont"FletrWrap`atthe sill and adhere to the Torok'WRB below PRIVACY FENCE 9 FRONT DOOR AND SIDE o 0 to 4ILI the sill. Y. \ \ �\ I I WINDOW DESIGN T.B.D. M �} °°o ET _ I 9 d 10 �® 11 I CFX1 MIN \ — \ ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED ' ' I WINDOW FLASHING DETAIL-STEP 5&6 `� °' o = SMOKE 1 — 5sl OTHERWISE. Lnn`I CONCEAL FLANGE / 5'-3 1/2" / T-s" CA - / 9-6 Et HANGER EA.SIDE 30B 1 0 o N to N 2424 M I 12 I �' ,` LAUN RY, I ao q ALL INTERIOR WALLS ARE 2 x4 16" O.C. STUDS, UNLESS NOTED O 0 SKYLIGHT Lu ` T v CLOSET 2 1 10' 2" X0-0 I v w PAVERS-FINAL DESIGN T.B.D. doe PORCH ivL o E 4'-6"X5'-1" I > 84 SQ FT I (-7< Z OTHERWISE. z r , x 7'-11"X 15'-5" 122 SQ FT o W CO `J (2)KING STUDS 64 S.F. w N I 10'CEILING I c I FROM TOP PLATE TO • II mN _J p _ li r PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Q BOTTOM PLATE a a a �, 123 SQ FT N D13 3080 l- a �I c I ° -O fr��� I \ > DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z w z y c u I x° N 'j 2'_0„� I a o LOCATIONS. w Ct Q r •v eK 4 4 a s's v2" / I 5'0° 3'o„ it II 20H @ 96' I c J - N _ FRAMING NOTES w N N 17'-9 1/2" MUD OOM I �� N 6'-9"X 6' 2" I o U U 1N4liti A a s °� 18'-6° 0 1 r-9° / 6'-0 1l2" M M 41 S FT I W r Q ek )Vtel )yJ I a I o REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. / 10'-9 1/2" / 30'-3" / fO 10'CEILING I z J I• U Et XI' • I I M PRIVACY FENCE I o'-11" \ I I I FID = COORDINATE W/ MECH. & ELEC. FOR LOCATIONS &SIZES OF 0 � k Headers a a a / 26'-2" b ,r—3'-2" / / -� FOUNDATION/SLAB/JOISTS BLOCKOUTS. Ttj tif2 Ine.dor Default header material is Doug Fir No.2 or Netter a o\ , _ 20H @ 96" 6 3 f'� 2x headers must be in tall orientation with flat 2c nailed at bottom in"L"configuration .11_ /1 �/1�� D04 3080 \ \ Default Trimmer,use 1,.x stud Cr LUC hanger.each end \ \ \ \ FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Default King Stud,opening 6_fe Cr Simpson and less use 1,full ch eat stud each [plate t°plate-} 0 CO 20H @ 96" I W23 3060 CAgE SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT11 0 / , X 3'-0" IX 3-s / ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL CL STEP 5 STEP 6 Default King Stud,opening wider than 6-feet,use 2.full height studs each end(plate to plate.) t 12 0'-11 1/2" 3.FLipdowhupper Rap ofTyuek'WRBsottNet Tlat across head flashing. Final Step Trimmer,each end King Stud,each 16 v / I 7'-8 1/2" / PRIOR TO THE FABRICATION AND INSTALLATION. I.Cut-t"strip of the Tyvek•wRB at lower horizontal edge of head flap. Install Tower'Residential Sealant or recommended sealant(and barker rod as Cannot Min,use Alt 1 men en.use Alt 2 m .,use (if blank lase default end(if blank use 2 s.`_.,_ A C ACCESS 0 C At thehaad,continuoustapeseamsasshownWithDoPbns"TwelrTees+x necessary)around the window opening at the interior.It is also acceptable to use above.) defauhabove.) I PORCH o. ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED Groat Stuff Pro"Window&Door Polyurethane Foam Sealant,or recommended ao o DuPont"Fleshing Taper DO NOT TAPE at bottom of window. 20H 2x6,"L"config 4x6 U 71 P , „ , ,� I _ foam.When using Tower'Resi de n6al Sealant.tool sealant bead Rat t allow theL- — — 1. 6-5 X 14-5 X- q o BY MANUFACTURER CO NOTE:Skip-taping at head with a maximum of two t212"gaps tot every 3'of window is natural curing process to create a concave shape be sure that the sealant penetrates 21H 2x10."L"config 2-2x8 4x8 m N DO \ DO W acceptable if an air barrier is not required or if additional drainage is desired. the grooves of the DuPont-FlexWrap"around the SILL When using Great Stuff Pro" - Do 157 SQ FT Use 5.5x12 lulam.At west end hear on trimmer or HUCQ to 7BM.At east end use single trimmer and 2 kingUPPER LEVEL WALLS AND ROOF FRAMING - 0= O� IN f7PTiONAL f{installing a dap cap AFTER the Tywk'WRB head flap is Ripped down and NYndow&Door Polyurethane Foam Sealant in pgime[er openings less than 112', 22f1 g g MORAL IF tapinsiadripanSectiononerefert'WREh a• applyusmgtheplasticextens+ontiefartheGreetStuffPre`DispensingGunduring studs. 30B N o_ �4, FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE ROOF DIAPHRAGM IS 11 RD, TYP. O -1 AND NAIL W/ RING SHANK 8d's6" EDGES & 12" IN THE FIELD. FACE installation. - 23H 5.5x1t_5 glulam 3 - TRUSSES AND LAYOUT ARE OPA, TYP. " ' C' - © NOTE Installations that speedy a window/door design rating or DP45 or greater I c.- GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" require extrapeecautions.See Saeciat Considerations forperfprmance requirements Beams - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE 30B I Q OSB OR EQUAL. exceeding this design rating Default sawn material is Doug Fir No 2 or better_ a Q v - EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW, TYP. 6 X 6 WRAPPED POST Default glulam,LVL,PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2,300 psi,min Fb. i woo WINDOW SCHEDULEEGRESS - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. Fr \ — -I \ \ PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST NUMBER QTY FLOOR SIZE WIDTH HEIGHT TEMPERED DESCRIPTION Default well connection:3"bearing in pocket or on plate with min.,2 studs below. wo1 1 1 1680 18" 96" Plc 51/g"X12"GLB EXPOSED PRIVACY FENCE LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z oCswh Default end post connection:LCE,ACE,EPCZ, ECCO,or similar. -ALL EXTERIOR WALLS ARE 1 PW EXCEPT AS NOTED. TOP 121 1/8" �`��� Wog 1 1 2616 30" 18" AWN @ gzu I FLOOR HOEDOWN LOCATIONS. W03 1 1 2616 30" 18" AWN H I Default corner post connection with mitered beams over:LCE4,LCE4Z,or RTC44. a w W04 1 1 5050 60" 60" YES PIC 3'0" 3'-0" / 12'-s" / 4-0" s w Default mid-post connection:LPCZ,PCZ,COG,or similar. \\\ ? 0 w wo5 1 1 3050 36" eo" YES CASE I GARAGE 6'_6„ / PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING nnic! Wo6 1 1 2616 30" 18" AWN Default beam to beam connection:Hanger:HU,HOC,HUCQ or similar. Bear on top,2,HGA10. - a ur o wo7 1 1 3060 36" 72" CASE 29'-3" X 23'-0" N N N LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. °3r;Ym W08 1 1 3060 36" 72" PICO op (~x A j} N v F a❑ Callous Alin.,use Alt 1 min.,use Alf 2 ruin.,use Notes +■ I w rc- Connector(if blank o op rn =w¢ w W09 1 1 3060 36" 72" PIC - 603 SQ FT o 0 o z� W10 1 1 3060 36" 7z" YES Plc use default above) CON ,0 . . ^ 9 ° ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Zoo � W11 1 1 4636 54" 42" PIC 20B 6"x 17'PT DF#2 Eng_Calls CPA 0 M 15 Q1 V 1 H1 ` Q N 0 F o zo W12 1 1 4636 54" 42" PIC 21B 4"x12"PT DF#2 En .Calls CPA c0 W13 1 1 4636 54" 42" Plc g • • +: INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE rn~Z=� 30B 5.5x12glulam + t CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM z=- .� W14 1 1 4666 54" 78" PIC +,yf 0 ZIO � W15 1 1 4666 54" 78" PIC _ 31B 4x10 Ex10 5.5x6 lulam r�g.7 w woo g 20H @9s° �-pitDa. W16 1 1 4666 54" 78" PIC •-* I CONNECTIONS. ;aQUo W17 1 1 3066 36" 78" PIC 32B 5.5x12glulam HUCQ ea.end G. z =u W18 1 1 10080 120" 96" YES 4 PANEL PATIO DOOR t "l \ \ \ 0 a w o Use min.,5.5x12,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs and A, s_. rr 3 i2 o W19 1 1 2640 30" 48" CASE 73 W24 3016 AWN a o z mullions to this beam with A35 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ ..: ❑ z❑ W20 1 1 2640 30" 48" FIX CASE 33B ! 2'-7" 3'-0" 2'-8" z°w w W21 1 1 2640 30" 48" CASE 12"max up through top plate into bottom of beam.Bear this beam on 73P at backspan end and connect with / / ¢w o'm CS16 x 32"vertical strap.each side,centered on beam/post intersection for uplift. - w o z❑ W22 1 1 3016 36" 18" PIC t:,"i)7CWAL LL o 3 p 0 W23 1 1 3060 36" 72" CASE r f i f z z=z w W24 1 1 3016 36" 18" AWN Use min-,5-5x12,24F-V8 glulam-Min-backspan=17_This beam is the header for windows below it_If this <r' 7r" N ❑a W25 1 1 3016 36" 18" PIC 34B beam ads as wall top plate,connect studs and mullions to this beam with A35 and screws,typ_If beam hears �,;,, , ,� PLAN AREAS voi o z Sc 7 W26 1 1 3016 36" 18" PIC on wall top plate,connect with SDS 1/4 x 6 @ 12"max up through top plate into bottom of beam. Z w o Z d a W27 1 1 3016 36" 18" PIC !`_ °�°ZZ 35B 2.2x6 4x6 01 a 0 z z W28 1 0 3060 36" 72" CASE Q io io z w o 0 0 W29 1 0 3060 36" 72" FIX CASE 40D 1.75x11.8 LVL _ Ea. ..L8si�t$ .5 *1L oD E0 MAIN FLOOR 1 886 SQ.FT. Q aw�O ` W30 1 0 3060 36" 72" YES YES CASE a oa w o W31 1 0 4060 48" 72" PIC 41B 4x10 6x10 .t I 000= W32 1 0 4060 48" 72" PIC 42B 5-5x15 glulam 6-7x13-5 glulam �� 57 t a y z W33 1 0 6080 72" 96" YES PATIO DOOR a BASEMENT 1 158 SQ.FT. 2 igw°43B 1.75x11.8 LVL in adds to Door joists for F.P.suppt .Ti60%165 eH LA . o m¢ W34 1 0 3060 36" 72" YES YES CASE I Z°zz1` W35 1 0 4060 48" 72" FIX CASE 44B 2,2x12 PT 4x12 PT 3.5x12 PT glulam b \ w a=o W36 1 0 3060 36" 72" YES CASE 45B 6.75x12PTglulam 5.5x13.5PTglulam o° \ ,%Z W37 1 0 3016 36" 18" AWN 20H @96" 20H @96" 71P 20H @96" TOTAL LIVING AREA: 3,044 SQ.FT. W38 1 0 3016 36" 18" AWN _ Use min.,3.5x12,PT,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs - W39 1 0 3016 36" 18" AWN 46B x s to this beam with A35 and screws,typ-If beam hears on wall top plate,connect with SDS 1/4 x 6 \ \ �" \ \ \ \ and mullion # QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION 12"max up through top plate into bottom of beam-Bear this beam on 71P at backspan end and connect with W27 3016 PIC W26 3016 PIC W25 3016 PIC DO1 1 1 3680 42" 96" EXT.HINGED-COMMERCIAL DOOR 2 OWNER APPROVAL D02 1 1 3080 36" 96" EXT.HINGED CS16 "vertical strap.each side,centered on beam/post intersection for uplift. / 2'-6" ,r 3'-0" X 4'-0" X 3'-0" X 4'-0" X 3'-0" X 2'-6" / GARAGE 603 SQ.FT. D03 1 1 3080 36" 96" EXT.HINGED-DOOR E03 50B 5.5x12 PT glulam D04 1 1 3080 36" 96" EXT.HINGED-DOOR E03 Posts / 22'-0" / 8'-3" / 6-6" 7'-3" / STORAGE/UTILITY 105 SQ.FT. DOS 1 1 18080 216" 96" GARAGE I INITIAL: D06 1 1 3080 36" 96" HINGED-DOOR P01 Default material is Doug Fir Not or better- / 30'-3" / 13'-9" / 9-6" D07 1 1 3080 36" 96" POCKET-DOOR P01 Default bottom connection on plate:2,A34 with TECO or screws,or 4,16d face nails- \ PAGE#: D08 1 1 3080 36" 96" HINGED-DOOR P01 ENTRY PORCH 123 SQ.FT. D09 1 1 3080 36" 96" HINGED-DOOR P01 Default bottom connection on beam:2,A34 with TECO or screws,or PCZ. 77 M Mullion 17 HD Alt 1-Holdown-Embedded Strap Type. D10 1 1 3080 36" 96" HINGED-DOOR P01 Default bottom connection on concrete:PB,or AB,or ABU,or ABW,or CBSQ * Al 2 N Al 2 Min.Capacity:Goodfor 21851b uplift D11 1 1 3080 36" 96" POCKET-DOOR F05 General: These are specified mainly to resist out-of-plane wind loads but may also be used to resist in- 'D12 1 1 3080 36" 96" POCKET-DOOR F05 Alternate bottom connection on concrete:#5 rebar or 518'all-thread,epoxy 6"min.into post butt,and 6"min.,embed in \ Holdetvn:Use LST11D8 for tint joist condition. COVERED PORCH 157 SQ.FT. D13 1 1 3080 36" 96" POCKET-DOOR F05 conc.Conc embed may be wet set or epoxy. plane lateral loads if so indicated in calculations. - For rim joist condition use LSTIID8R1- D14 1 1 3080 36" 96" HINGED-DOOR P01 Nails:Use 16.16d to full-height stud as follows. D15 1 0 3040 36" 48" HINGED-DOORP01 Connector(ifblanlc sr Mahlon: Use min.,2,2x6, continuous bottomplate to topplate. D16 1 0 3080 36" 96" HINGED-DOOR P01 Caput Min.,use Alt 1 min.,use Alt 2 mitt.,use Notes Stud:Use larger of king stud as speed elsewhere_ of 2-2x,3x,a 4x. COVERED DECK 266 SQ.FT. use default.above) Alt 2-Holdowu-Solt Type D17 1 0 3080 36" 96" HINGED-DOOR P01 Header Connection: Header(s)may be supported with 2x trinuner or hang on this mullion with HUC, PAGE: D18 1 0 3080 36" 96" HINGED-DOORP01 70P 2-2x4 4x4 * Heldown:Use HDU2. D19 1 0 6080 72" 96" DOUBLE HINGED-DOOR P01 HUCQ or similar. - Lags:Use 6 SDS 1/4 x 2.5 to full-height stud per above OPEN DECK 2 58 S Q.F T. D20 1 0 6080 72" 96" DOUBLE HINGED-DOOR P01 71 P 3-2x4 2-2x6 4x6 Anchor Boll:If wet set,use 511"diameter SSTs lb,or 518"all-thread with out and 3"washer on D21 1 0 3080 36" 96" HINGED-DOORPO1 72P 3-2x6 6x6 4-2x4 �78 M Mullion 10 of 18 D22 1 0 3080 36" 96" HINGED-DOOR P01 embedded end'vlinembedment=l3".lftoo long to fit in footing,bend 40-degrees at bottom of footing, D23 1 0 3080 36" 96" HINGED-DOOR P01 73P Use 2,6xfi attached together with 8",SDS orSOWH@18 spacing. 't General' Use same as 77M with the following exception(s): maintain 3"coves at bottom offooting. MASTER DECK 52 SQ.FT. D24 1 0 3080 36" 96" HINGED-DOOR P01 74P Sx6 PT - If rotohammea,use 5./8"Then HD or all thread&epoxy:with 6"mica concrete embedment,centered in stem D25 1 0 3068 36" 80" HINGED-DOOR P01 sr Mullion: Use min.,2, 1"75x5.5 DiLs, continuous bottom plate to top plate. wan_ GENERAL NOTES DESIGNED BY. Headers Default header material is Doug Fir No.2 or better J. STERLING COMPOSITION ROOFING 2x headers must be in tall orientation with flat 2x nailed at bottom in"L"configuration 7/16"SHEATHING Default Trimmer.use 1,2x stud or Simpson LUC hanger.each end. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: c� 12 AIR BAFFLE W/1"GAP Default King Stud,opening 6-feet wide and less use 1.full height stud each end(plate to plate.) cNi X Default King Stud,opening wider than 6-feet.use 2.full height studs each end(plate to plate.) ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. J. BASSR. 4 MANUF.TRUSS Trimmer,each end King Stud,each VERIFY HEADER HEIGHTS WITH SUPER. R 49 INSULATION , Caliout Min,use Alt 1 min.use Alt 2 min.,use {Whim-11c use default end Of blank use above.} default above.} ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED V 20H 2x6,"L"confg 4x6 1/4" 1' U.N.O. Lo / 3 2,_0„ OTHERWISE. = HEEL VARIES 21H 2x10."L"confg 2-2x8 4x8 0 2 Use 5.5x12 glulam.At west end bear on trimmer or HUCO to 78M.At east end use single trimmer and 2 king / 5'-3 v2° 5s'-o" ifl ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE o „XI- 22H 8'-6" / 15'-6" 18'-3" A6 II16'-9ALUM. DRIP EDGEw �P USE MIN 5 1/2"X 12"24F-V8 GLB EXPOSED 1'-6" 0 6 OTHERWISE. z 23H 5.5x10.5 glulam 3 TOP 121 1/8" - GUTTER A @ 2X12 FASCIA ON DECK ROOF /-/ 6-11.2 KearnsPROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 2 X 8 FASCIA o 5 1/2"X 12"GLB EXPOSED 32B 0 Default sawn material is DougFir No 2 or better. -TOP 121 1/8" > VENTED BLOCK :_2.-0" �� @ T �\ � DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR STRIP VENT/ Default glulam,LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E.2,300 psi,min Fb. - LOCATIONS. 5/8"SHEETROCK - - -ENCLOSED SOFFIT w o NPLATE @ 121 1/8" (V„ Default wall connection_3"bearing in pocket or on plate with min..2 studs below.2_0 , 1/2"SHEETROCK � ' 12"HEEL FRAMING NOTES ❑efault end post connection:LCE.ACE.EPCZ, ECCQ,or similar. 2'0" MANUFACTURED TRUSSES 24"O.C. N ihR-21 INSULATION 2 X6 WALL74114 r N STANDING SEAM METAL ROOFING Default corner post connection with mitered beams over:LCE4.LCE4Z.or RTC44. 11 RD ROOF DIAPHRAGM TYP. �I o / Default mid-post connection:LPCZ.PCZ.CCQ,or similar. o 4PLA TE @ Eb6" ♦ ill , o 1 A _ I J O Default beam to beam connection:Hanger:HU.HUC,HUGO or similar. Bear on top.2.HGA10. N N �F �/� REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. TYPICAL EAVE DETAIL Connector OF blank "1 \ / 6'-0" c' 4 : _Zo I / 80L A6 80L / 6'-0" ��.//q _ __ �; N COORDINATE W/MECH. & ELEC. FOR LOCATIONS &SIZES OF 1 Cahoot Min.,use Aft 1 min.,use tilt 2 min.,use Notes - - _ -,=I -- use default,above ♦ ► - �71 P N __ .i� FOUNDATION/SLAB/JOISTS BLOCKOUTS. \ / i \ GIRDER TRUSS / �' 34BCr) SCALE: 1/2=1' - u /� 20B 6"x 12"PT DF#2 Eng.Calls OPA PLATE"HEEL 1/8" 4:1 2 4:12+ ® PLATE @ 121 1/8" I ¢� I 21B 4"x12"PT OF#2 Eng.Calls OPA 12" \ / -47"HEEL �,�o 30B 5.5x12 glulam "aSw= ,,2'-0" FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR \ / .°o SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMITLi 31B 4x10 6x10 5.5x6 glulam J \ '�' / / 2 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL w_ ¢ 32B 5.5x12 glulam HUCQ ea.end w N 80L I \ (V / / w w PRIOR TO THE FABRICATION AND INSTALLATION.MANUF.TRUSS �= x W m COMPOSITION ROOFING Use min..5.5x12,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs and ifl W \ / / p N J N o� N• mullions to this beam with A35 and screws,typ.If beam bears on wall top plate,connect with SDS 1/4 x 6 @ Op Q \ / / uWi z(d¢ ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED 7/16"SHEATHING 33B a O= ¢ w N 12"max up through top plate into bottom of beam.Bear this beam on 73P at backspan end and connect with ♦4:1 2 \ / 4:12+ / o_°' v BY MANUFACTURER ma 12 AIR BAFFLE W/1"GAP CS16 x 32"vertical strap.each side,centered on beam I post intersection for uplift. / W 0,C) ~O b m N W ' U s d X ►- Use min..5.5x12,24F-V8 glulam.Min.backspan=12'.This beam is the header for windows below it.If this \ \ 0 / / FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE i 34B beam acts as wall toplate,connect studs and mullions to this beam with A35 and screws,t If beam bears I J `-ao I I AND NAIL W/RING SHANK 8d's 6" EDGES& 12" IN THE FIELD. FACE 4 •�� on wall topate.connect with SDS 1I4 x 6 12' max upthrough topplate into bottom of beam. o �\ ♦4:12 \ \ ¢ I / fO x 4:12 lip 'lil N_ P@ g r 2' �" 6-0" _ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 35B 2.2x6 4x8 N \ z I / N �_ n = HEEL 12" �/���� 40B 175x11.8 LVL _ I I \ W / N < ' OSB OR EQUAL m C ��� 41B 4x10 6x10 PLATE @ 121 1/8" 71P °' 306 I I PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ° z ALUM. DRIP EDGE \\ a2B 5.5x15 glulam fi.7x13.5 glulam 12"HEEL \ ♦ I \ \ - / LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO CtQ CP VENTED BLOCK \ I W / 2X 43B 175x11.8 LVL in add'n to floorjoists for F.P.supptN \ FLOOR HOEDOWN LOCATIONS. ° GUTTER a4:12 \ +4:12 \ / 2 2 X 8 FASCIA 44B 2.2x12 PT 4x12 PT 3.5x12 PT glulam \ I \ \ / w N T&G PINE CEILIN 45a 6.75x12 PT glulam 5.5x13.5 PT glulam N w �71P) PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING STRI VENT SIMPSON HGA10 \ I \ \ / @) 'r I LOCATIONS WHERE THERE ISA LOAD BEARING WALL ABOVE. 2 Use min.,3.5x12,PT,24F-V8 glulam.Approx backspan=3'.If this beam acts as wall top plate,connect studs \ \ \ / W , ° ENCLOSED SOFFIT EXPOSED 5 1/8 X 12 GLB 24F-V4/DF and mullions to this beam with A35 and screws,typ.If beam bears on wall topplate,connect with SDS 1/4x 6 - - - ^6"CEILING AREA a ' TOP @ 109 1/8" 46B @ P gtop plate backspan4:12 \ r I-D \ / a ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 2-� 12"max u through into bottom of beam.Bear this beam on 71P at end and connect with CS16 x 32"vertical strap,each side,centered on beam I post intersection for uplift. / / \ / 00 ' i? 50B 5.5x12 PT glulam 5; / \ / / 6'-0° vi INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE TRUSS TAIL @BEAM DETAIL Posts \ h \ Ng / _ - - 4:12 4:12 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM _w ow CONNECTIONS. L` 2 SCALE: 1/2= Default material is Doug Fir No 2 or better. o N \ g Default bottom connection on plate:2.A34 with TECO or screws,or 4,16d face nails. c°t) N w ce \ m \ / 7'm / \ m E -W \/ N ♦4:12 / W \ Default bottom connection on beam:2.A34 with TECO or screws,or PCZ. On �_ RI 1 L / J \ 0 o 0 W W Default bottom connection on concrete:PB.or AB,or ABU.or ABW,or CBSQ - -o I a a in J J X Alternate bottom connection on concrete:#5 rebar or 5./8"all-thread,epoxy 6"min.into post butt,and 6"min..embed in a / / 00 / \ O conc.Conc embed may be wet set or epoxy. / 0 35B 1 CEILING TRANSITION / 71P \ N- U MANUF.TRUSS / N N t R / I \ \ N 2 Connector Of blank • N STANDING SEAM METAL ROOF Callout Alin.,use Alt 1 min.,use Alt 2 min.,use Notes I = ,, J OO }' use default,above) 4 -• 47 7/16"SHEATHING-. +4:12 / \ NI 0 70P 2-2x4 4x4 / J - / \ U AIR BAFFLE W/1"GAP, v / $ _�° .- i 71P 3-2x4 2-2x6 4x6 I - W - o L "�� 72P 3-2x6 6x6 4-2x4 N z 7 a \ LL (n x i I ' 4:12 Q ♦4:12 �C a z u.i w Cr) -0 2 -- 73P Use 2.6x6 attached together with 8".SDS or SDWH @ 18"spacing. /I 'IC __ \ \ ♦ 74P 6x6 PT / i I �I N ¢ \ Q N.. LLIM al IPLATE @ 121 1/8" / JIB 4:12♦ o z ��, �� 4:12+ 0 N cn GUTTER 2X10TAIL -12"HEEL 71P 71P II , ` \ ,- E - \ J J oo Q i ?> r / \ \ =w . - o 2 X 12 FASCIA -��� �r 11� 'I. II�U m m Q N z M N12"HEEL / \ \ :,X \ 2'-0' �� VENTED BLOCK CEILING PER / .- \ \ SCOPE ` _ VENTFA .i ii / \ \ N q ENCLOSED SOFFIT 5.5"x 12"GLB EXP. ROOF BEAM I I ♦4:12 P + \ \ CV 24X24 +4 PLATE 1211/8" V SKYLIGHT \ \ 47"HEEL \ \ �- 3� 71P 71P z W \ r-- \ _ri - \ L LLI W - - - - 1 1 W LJ_ ,_ , / ' AT IC ACCESS ' N O 2 X 10 TRUSS TAIL @ BEAM DETAIL 30B SKYLIGI HT \ I I \\� �3161 4:' 2♦)1L_ \ LL O \ I I 3, SCALE: 1/2=1' 31B=4X10 z I I x� \ \ I' -TOP @1211/8" CO W \ CLIPPED HEEL TRUSS @ BEAM V/ Q co N ♦4:12 I I LIJ$41 LEDGER-ROOF DIAPHRAGM `-0 _ '�Ilk- No IIIMi9'6" / 2'0"� Z z LEDGER CONNECTION:WHERE A LEDGER IS CALLED FOR BELOW, IF CONNECTING x~ ' q w TO RIM OR HEADER, USE SDS,OR LEDGERLOK AT MAX 12"OC,STAGGERED. IF '( 59 0 \ -i 1 / " CV CONNECTING TO STUDS, USE 2,SDS OR LEDGERLOK PER STUD. 2 I I / \ \ \ 4:12♦ o _ILLJ CV -LENGTH OF SDS OR LEDGERLOK=FULL DEPTH PENETRATION INTO RIM,OR 2.5" N A6 y , 2'-0"� / \ \ \ °' 0 0 CO MIN EMBEDMENT INTO SOLID FRAMING. o 2'-0" 9'-9" - / \ 4:12♦ \ N \ V J Q 6) MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE=2". MIN EDGE ?SD1 \ \ J DISTANCE TO TOP OR BOTTOM OF LEDGER=2" ^ti^ FRAMING CONNECTION TO WALL,GENERAL: USE ANY OF THE FOLLOWING, INDICATES 156" CEILING HT. T \ I I \ N \\ \\ ��e U ' ` WHICHEVER IS APPLICABLE. N, ♦4:12 + QNP�� ` LIJ v 11 -RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH 71P \ 71P \ \ \ RAFTERS.APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG \ II il RAFTERS ON LEDGER. INDICATES 121.125" CEILING HT. PLATE @ 121 vs" \ \ �� O C'7 -PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF -12"HEEL \ I I \ q Ct Q TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL \ \ N SHEATHING. • -MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING NOTE: N \ I A CACCESS I \ 7 BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ 6"OC TO - MANUFACTURED TRUSSES (U.N.O.) 24" O.C., 2X4 TAILS - - -' 4 I \ 4:12+ \ \ 4:12 LCO SOLID WOOD BACKING(CONTINUOUS RIM, PLATE, LEDGER,OR BLOCKING.) - SHEATHING PER STRUCTURAL I \ \ +4:12 GIRDER TRUSS \ I 1P� \ I°°� �2 7 3 / 2 0 O -MONO TRUSS BOTTOM CHORD PERPENDICULAR: - COMPOSITION ROOFING (U.N.O.) \ \ o o a) -ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL _ STANDING SEAM METAL ROOFING ON DECK ROOF W/2X12 FASCIA \ N ^ti�\ A6 aO j 0O (N SHEATHING TO SOLID WOOD BACKING(RIM, PLATE, LEDGER,OR BLOCKING.) t °�� 306 t N a -ALTERNATE 2: USE MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. - 2X8 FASCIA U.N.O. \ / Q�� ^ti X o LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED - PROVIDE VENTING AT RIDGES AND ROOF TO WALL CONDITIONS I N \ / \ + N WITH MIN.,3-16D @ 24"MAX SPACING. -TRUSS OVERHANGS ARE DETAIL 1/A6 UNLESS NOTED OTHERWISE. ♦4:12 \ \ / + 30B I I w • ��* Z> * ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING - ROOF VENTILATION TO BE HANDLED BY RIDGE VENTS \ T - - �tiQ� Ht Z ZLLZ� SHANK OR SCREWS AT 3"OC. - 1 - w o 0 \o 5 1/2"X 12"GLB EXPOSED pQ . o o ENGINEERS I \ / \ iv \-TOF@18" o w Z 2 MARK _ °w \ / CV r W°a�N 4:12+� ; 1'" ., Zo�� '.. 73 ,T6-°SHEAR WALL 2 , Y \ �+ �¢m2 X 4 BLOCKING CONTINUOUS BETWEEN TRUSSES. PER PLAN 80 L ii 6'-6" 2'-0"� i� C11 �saROOF DIAPHRAGM EDGE NAILED TO BLOCK. 9 I I IN o ''' I( Y,1 L ! ::! w WNAIL BLOCK TO BLOCKING BEHIND SHEATHING SCREW OR RING SHANK SCREW OR RING SHANK N o o \ ^ry�� • • j1i!Zt w��li W/16d @ 6"O.C. STAGGERED PER CALLOUT PER CALLOUT ♦4:12 4:12♦ •�*�� z _ o X 12 ►- \ \D SDS OR LOWER ROOF / \ Q.3"-'S R11/y11i� 9134r' �i� =Z= PITCH 2 X 4 BLOCKING CONTINUOUS £ w o 7/16"SHEATHING LEDGERLOK / \ t ZVARIES BEHIND TOP CHORD OF TRUSS 9'-10 1/2" / GJ. tlylZ $ tS +�� LW LEDGER PER CALLOUT I LL-3 NAIL TOSTUDSW/(2)16d / \ [-\ - - - \ 'T.'. ° ROOFING PER PLAN TOP CHORD OF TRUSS OR MIN. HEIGHT / (� � � t Q a�o�° __ TO MATCH RAFTERS. LEDGER LOK OR / \ N 1TEM.S e.H LA . a m MANUF.TRUSS 2 X 6 BLOCKING CONTINUOUS SIMPSON SHEAR WALL SDS LAGS PER CALLOUT 64L. 11 F x m t o ¢oo FOR HANGER. HANGER PER PLAN I li,FOR SLOPED TRUSS NAIL TO STUDS W/(3)16d. I 8 0 8,3„ 2,0„ w Z j USED SLOPED HANGER LU26 OR LUS26 NAIL WALL SHEATHING TO LEDGER PER CALLOUT / - UPPER LEVEL WALLS AND ROOF FRAMING PLAN AREAS pZaaSHEARWALL PER PLAN • - BLOCKING W/8d @ 4"O.C. ♦4:12 I 4:12♦ - ROOF DIAPHRAGM IS 11RD, TYP. ;js°°oo Loss SHEATHING I MAIN FLOOR SQ.FT. 0 -H °n - TRUSSES AND LAYOUT ARE OPA, TYP. `° 1 ,886ibolaLL MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION PARALLEL CONDITION il - ' / c\I - \c\I �� - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE 4 4 ��ti� - EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1PW, TYP. BASEMENT 1 ,158 SQ.FT. O PLATE@1211/8" + Q^P'^ - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L TYP. L.L.. (:I14I1 LOWER ROOF CONNECTION TO SHEAR WALL �/ 12' HEEL c71P -ALL EXTERIOR WALLS ARE 1PW EXCEPT AS NOTED. TOTAL LIVING AREA: 3,044 SQ.FT. SCALE: 1/2=1' �/ - II - / / 6'-0" / / 6'-0" GARAGE 603 SQ.FT. OWNER APPROVAL N N 11 RD ROOF DIAPHRAGM y y STORAGE/UTILITY 105 SQ.FT. INITIAL: * SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1 . /-2'-0"� 22'-0" 2'-0" / 6'-3" / PAGE #: * FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OC, MAX. / 30'-3" / ENTRY PORCH 123 SQ.FT. * FRAMING CONNECTION AT SUPPORT: �� - WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL COVERED PORCH 157 SQ.FT. - WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREWS, OR SIMILAR, TYP. COVERED DECK 266 SQ.FT. -AT LEDGER, CONNECT PER LEDGER CALLOUT. PAGE: * SHEATHING: 7/16" MIN., OSB OR CDX PLYWOOD. OPEN DECK 258 SQ.FT. * SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) 11 of 18 * NAILING: USE 8D AT 6" EDGES, 12" FIELD. MASTER DECK 52 SQ.FT. * BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. CROSS SECTION / DESIGNED BY: MAX BUILDING HT. „ PER HT. RESTRICTION 188.61' ELEVATION NOTES J. STERLING \ \ \ - COMP. ROOFING DRAFTED BY: N OVERALL 187.88' 1 - VENTED RIDGE OR ROOF TO WALL VENT N BUILDING HT. 3C - ROOF SHEATHING PER STRUCTURAL J. BASS 1 - u u 12 MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., - STANDING SEAM METAL ROOFING • 4 - VENTED RIDGE OR ROOF TO WALL VENT 12 �_ hill....:14-41,.:,,:,, pp- r ��� u 2 - ROOF SHEATHING PER STRUCTURAL 1/4" = 1' U.N.O. 7 - _ i /� MFR. TRUSSES 24 OC. HEELS PER STRCTRL., _.11 4 1 1. ' .� DATE o �, ► �- h - CONTINUOUS ALUMINUM GUTTER w 3 UPPER PLATE HT. ° ��1_ I'1i�4i1rla i k - 2X8 FASCIA z I. �' U gig gig u ���1n. �.. JAL •••IP. U_J `= @GREAT ROOM 3 6-11-2 — - GREAT ROOM - (B) 2X12 FASCIA @ DECK ROOF a ,, f . _ 5 _ I II / .•-ER WINDOW HEADERS - (C) COPPER CHIMNEY CAP 3 1 u' u' w _ I II 1 i 4 _ SMOOTH HARD! SOFFITS 11111 111 �,n,1 I AIL It. III ..__ II .I .ir AI 4 STRIP VENT AT EAVES ® ' ' I '� o,.. .�.1 ® , o��o� o o���' ® _ a �. i-LA,=d to 10Fri - (B) 1X6 T&G MATERIAL UNDER EXT. CEILINGS 5 MAIN FL. 4 5 5 — PLATE HT. - R-49 INSULATION IN ATTIC OVER COND.AREA was - ER _ II -ill iii- - - 10 imo- T -- r \ HEIN ord OIGHTS WITH TE:VERIFY ASUPERLL VISOR - 5/8" GWB CEILING. W17 m TYP.WINDOW HEADERS 5 0 E? N - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. I_ o M - N - PRIMED SPRUCE INSIDE CORNERS CM 11 i MASTER CLOSET 13/ MASTER BDRM GREAT ROOM DINING 11 M 6 - X-METAL OUTSIDE CORNERS z EA. "� i _ - VERIFY FENESTRATION TRIM 6 N - HORIZONTAL 4" CEDAR SIDING rf} :77 b .-• 6 7 - PRIMED SPRUCE INSIDE CORNERS (1) O x := _ - X METAL OUTSIDE CORNERS ,.._ . . 0 - VERIFY FENESTRATION TRIM, 4i ® I - SMOOTH FIBER CEMENT PANEL SIDING ID ...3 I.- I. - t !N - PRIMED SPRUCE INSIDE CORNERS \ \ \\ MAIN FLOOR 168.5j' 8st 14 • I' I' T T 7' 4 ' ' 4 4 4 14 '�'� j4�14 T T14 vs"FLOOR SYSTEM - X METAL OUTSIDE CORNERSp -8 IIII�111 �e � �� -- I �' �' �' �' �' I V - VERIFY FENESTRATION TRIM. PLATE HT m 167.35' - MASONRY VENEER II I 5 5 TYP.WINDOW HEADERS m III=III 1 1 - © ®I - - - -�- - VERIFY SELECTION o E - NOTE:VERIFY ALL HEADER 9 HEIGHTS WITH SUPERVISOR - INSTALL PER MANUFACTURER INSTRUCTIONS W illili ai U _-:: - BEAM PER STRUCTURAL E BEDROOM #1 LIVING ;, NATURAL FINISH IF EXPOSED mui BEDROOM #2 13 ill 11 1 - B 6X6 PT POST PER STRUCTURAL W/ 111=111=1 0: 18 X 18 BUILT-OUT PILLAR 111=111=1 ,14. _ (in I1111111 4 + Al6l .lg VG. ORG. - SIDING PER ELEVATION \ - - 2X6EXT. WALLFRAMINGW/ R-21INS. �, 11 _ 1/2 GWB INTERIOR FINISHdi - (B) FURRED OUT 2X4 WALL W/ R-21 INS. J — Li - CABLE RAILING 111= 16 16 16 „ _ - I T �� - 36 HIGH TO CODE IIIIIIIIIIIIItl° °II II �I III hII II I11 . e ° A + BASEMENT FLOOR 1 58.22 12 E Ill=III II I I 1 11111 m-m ii IIII1111111111IIII IIIIIT1111111111IIIIIIII 1-11 i= ° ����� IIIIIIIIIIIIIIII IIII - FINAL DESIGN T.B.D. o _ - (B) FENCE - FINAL DESIGN T.B.D. _ _ _ _ _ - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING o - 1/2 GWB FINISH o _ _ _ 1 11 111 111 111 111 11=111 111 111 111 111 111 111 111 111 1 -111 111 m=m 111 111 111 111 111 111 111 111 111 111 111 1 f 111 111 111 111 111 111 111 111 111 111 111 111 11=H EI =H EI =H EI =H EI =H I 1 111 111 111 111- L - VERIFY STRUCTURAL PER PLAN N i, I=1 I I1 I ICI I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I=1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I 1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I c I II u-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIII I (III I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIII I IIIIIIIIII-III- Q HYDRONIC RADIANT FLOOR FLOOR FRAMING AND DIAPHRAGM PER STRUCTURAL u_ III CO 1— a) _ R-38 INSULATION OVER CRAWLSPACE. Z o W• W co o > H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIill _ _ _=IIIII111 _ _ _ _IIIIIIIIIII - 24X24CONC. PAVERDECKING ca L _ 14" COMPOSITE DECK FASCIA BUILDUP W ,, ctO . rn - INSTALL WITH SPACERS N = - - O EaD Z W 5. 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 111=111=111=111=111=111=111=111=111=111=111=111=111= _ _ _ _ _ _ _ _ _ _ - 4 CONC. SLAB m N < co 111=111=11=111=111=11EHEHEHEIH=HEIH=HEIH=HEHEIII=HEIH=HEHEIII=HEIH=HEHEIII=HEIH=HEHEIII=HEIH=HEHEIII=HEHEHEIII=HEHEHEIII=HEHEIll=1 1=111=111=111=111=111=111=111=111=111=111=111=111=111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - HYDRONIC RADIANT FLOOR @ COND.AREA 111=11=11=1=1=1=1=1=1=1=1=1=1=1=11=1=1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - R-10 ENTIRE SLAB ON GRADE COND.AREA W Q III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II II III III III III III III III III III III III III III III III III III III III III III II III III III III I 0 BUILDING SECTION 1 Z ril MAX BUILDING HT. w H PER HT. RESTRICTION 1 88.61' �/ L.f_ 121 12 \ \ OVERALL i87.88. O O BUILDING HT. Z C / r , 4 1— V 3C 1 1 12 w Z 4 W Q L 12 IN ' PI � ' 8 �I' i J., �W I ' 3 UPPER PLATE HT.\1 � ►�+/' . . �` \�•,�. /L r �isi�� ��I77�� I� , @ GREAT ROOM I 4 t I ' GREAT ROOM \ T I— �'•( I I u •-ER WINDOW HEADERS U II 1 El ill ,F1, ff ,irte I N W ' i. ' 1 ,, IL L.. AL' A, A h„i, A i I Li, _. n, ,,,,,, - . 11 F 4B I + MAIN FL. 1/ L.f_ 4 © I © PLATE HT. 0- 0 NOTE:VERIFY ALL HEADER 1 O f riii _I _ _ _ _� \ HEIGHTS WITH SUPERVISOR z M TYP.WINDOW HEADERS v �'J ■ ma On 0 ao v w M ro UM = CV MI I O N 8 ENTRY PORCH 11 GREAT ROOM LAUNDRY PANTRY 11 _ co I 1.0 an _ _ O O N O zY _ I. _ IL_. __.- ii u ISM a a woos fin Pr -_.-- ili ili nil O,L2 U— aW 16 O zzoow 111111 1111111111111111111111111111111111111111111111111111 a ®� P �� �� 14 �j _I ®® A \ \\ MAIN FLOOR 168.5' ��Q�' ll _ I il , 11 1 111 111 111 111 1111111111 1 � � V�I �► _ 0411 _ 14 1/8"FLOOR SYSTEM °3 L Y �fl ®1�1� N!'~¢ 0 0 o L. \ -PLATE HT. 167.355' ����W — - - - - 141 4I1 I 1 111 11I I 11—III I I±I 1 I - �" - - TYP_WINDOW HEADERS z w v zu' _ - . ` 3wy1, 10 I -\ NOTE:VERIFY ALL HEADER V ,x°tawo IIIIIIIIIIIIIII=111=111=111=111=111 11 —E11111111111111111111111111 _ -' HEIGHTS WITH SUPERVISOR LIJ Z=r~! =111=111=111=111=111=111=111=111=111=111 11 111=111=111=111=111=111=111=111=111=111 11 Q:IiVilI:1:7iT7� - STAIRS ._ � _ ��NQz U) z� =LL -111-111-111-111-111-111-111-111-111-111 11 __ Q a o U �' _ oo �aw06 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11B 11B _ �pz�o k 9 _ � — PLAN AREA 0 aw �� S _ _ _ _ _ _ _ _ _ = w —n� 3 Z zo �azo CLOSET AVG. ORG. .0„- 1 E \ 161 .19 MAIN FLOOR 1 ,886 SQ.FT. — ZW�¢¢ � GRADE c�oz» 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111 III III III III 1111/1111 II 111111111111111 1 0 _ wozww BASEMENT 1 ,158 SQ.FT. gl- oo 16 ••1111 1111 111 11 11=1 z�zQa.PD� — — 1 � 1 ` ._ _ ® - - - - 0001- _ 1 _ _ _ _ _ =1 BASEMENT FLOOR 1j$,22 TOTAL LIVING AREA: 3,044 SQ.FT. Q�o III III III III III III III III III III III—III=_ a F a - ° ° . a 4 a4 8 111I1111�111I1111�111I1111�111I111= 111 TTT CO LLOOmQ 111111111111111111111111111111111111111111111111111 11111 a III IIIII IIIII IIIII IIIII - u 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 1 1 III 11 li III III 1 1 1 III III III III III III III 1—111 11 11 1 1=11 11 111 1 1 c u = Z a z 2 11111111111111111111111111111111111111111111111111111111111111111111 = GARAGE 603 SQ.FT. �_ 1 = = = 1 .FT.STORAGE/UTILITY O5 SQ OWNER APPROVAL ENTRY PORCH 123 SQ.FT. INITIAL: _ _ _ _ _ _ _ _ _ _ _ PAGE #: COVERED PORCH 157 SQ.FT. ,11.11.11.1.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11.11 1111111_ 111=111=111=111=11 =1 = COVERED DECK 266 S .FT. — Q 1.11...............................11=ll=ll=ll=ll=ll=ll=ll=ll=ll 111=111=111,ll........................................11 .11.11 .11.1.1.11, A7 ,ll........................................ = 111=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 111=11=11=11=11=111=11=11=11=11=11=11=11=11 OPEN DECK 258SQ.FT. - -11111111111111111111111=111=111=11=111 Ill=11=11=111=11=11=11=11=11=11=11=11=111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = PAGE: MASTER DECK 52 SQ IllmillIllillmillilllilllilllilllilllilllilllilll .FT. 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111 11111111111111111 12 of 18 BUILDING SECTION 2 CROSS SECTION / DESIGNED BY MAX BUILDING HT. J. STERLING PER HT. RESTRICTION 188.61- ELEVATION NOTES \ \ \ - COMP. ROOFING DRAFTED BY: N • OVERALL 1 87.88' VENTED RIDGE OR ROOF TO WALL VENT N 1 12 BUILDING HT. 1 - ROOF SHEATHING PER STRUCTURAL J. BASS 4 - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., 0) 12El �a�' ° II ° - STANDING SEAM METAL ROOFING ;, ► ° ° - VENTED RIDGE OR ROOF TO WALL VENT -. 4 ° ~'�° 2 - ROOF SHEATHING PER STRUCTURAL 1/4" = 1' U.N.O. L ° ° 12 MFR. TRUSSES 24" O.C. HEELS PER STRCTRL., ~ � °I 1 DATE o �'® 4 II • 8:1* ° �����°���� Ip ����° �° • UPPER ATROOT. �� I II GREAT ROOM 3 6'1 -21 9' 13 il ° GREAT ROOM - (B) 2X12 FASCIA @ DECK ROOF a © 4 © y , ���� ° II UPPER wwoowHEADERS - (C) COPPER CHIMNEY CAP 3B GREAT ROOM III I I III .4�,I� / g A.,. ° ° ° © - SMOOTH HARD! SOFFITS ' �� �tititil�itititiR' ! - STRIP VENT AT EAVES °a° °I EB 11 ° ° ° ° ° _° ° ° 0 - - ° - - -0.._ -_ ®° �° ° ° .. �I MAIN FL. - (B) 1X6 T&G MATERIAL UNDER EXT. CEILINGS 1 0 10 ft- 4B 6 'o © 4 PLATE HT. 4 f - R-49 INSULATION IN ATTIC OVER COND.AREA NOTE:VERIFY ALL HEADER 5 - 5/8" GWB CEILING. • - - \ HEIGHTS WITH SUPERVISOR ,...,......:. TYP.WINDOW HEADERS o HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. CY) • 1�1t1�l:Z�Z�l1� °' - PRIMED SPRUCE INSIDE CORNERS DECK m DINING ROOM STAIRS 13 CLOSET m m GARAGE m 6 - X METAL OUTSIDE CORNERS yyML�l _ �Z�Z�]` - - VERIFY FENESTRATION TRIM 00. LAIR N - HORIZONTAL4" CEDAR SIDING rf} J=■■ _ ,... _ PRIMED SPRUCE INSIDE CORNERS LU X81 — II noi� .i 7 X METAL OUTSIDE CORNERS O I Mmi :. == .... ,......, = VERIFY FENESTRATION TRIM,a 1.IIIIIIuir-rI.'' re - SMOOTH FIBER CEMENT PANEL SIDING 1:1) I ■ --i ce_ 16 1- IW14h/8 $ _ ERS � - PRIMEDSPRUCESIDECORN I FLOORSYSTEM 7:j 15 1� 14 � IIIIIII14dltltltltl1 : IIII - VERIFY FENESTRATION TRIM. I®-"= PLATE HT. 1 6],3rj rAiri. I\\IIIIIIIIIIII IIII\I III - MASONRY VENEER = , 111 III I+��}} TYP WINDOW HEADERS - VERIFY SELECTION o IIIIII=III= NOTE:VERIFY ALL HEADER 9 10 =I - INSTALL PER MANUFACTURER INSTRUCTIONS Z �: HEIGHTS WITH SUPERVISOR w E IIIII 1=IIIII ai Z IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - BEAM PER STRUCTURALo 111111111111111111111111111111111111111111111111111111111111111 NATURAL FINISH IF EXPOSED siS N 10B DECKIII LIVING 11B _ CRAWL IIIIIIIIIIIIIIIIII °° 1 - (0B) 6X6 PT POST PER STRUCTURAL W/ g - III=III=III=III=III �, 18X18BUILT-OUT PILLAR .II - SIDING PER ELEVATION j111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 _ \ ,4 AV GRADE 161 .19' - 2X6 EXT. WALL FRAMING W/ R-21 INS. (110 N �I 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 11 - 1/2 GWB INTERIOR FINISHdi � - (B) FURRED OUT 2X4 WALL W/ R-21 INS. IIIIIII I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIII\III I\IIIIIIIIII IIIIIIIIIII IIIIIIIIIII CABLE RAILING 16 — I\III -I I-I I\III III=I\\III III=III III=III=III III=III III=III=III III=III III=III=III III=III I I III=III= _ _ �.' - T -77 \ -IIIIIIIIIIIII1IIIIIIIIIIIIII±III41II \IIIII\II\1IIIIIIIIIIIIII±III41II \II \IIIIII1II\ IIIIIIIIII+ \ \ BASEMENT FLOOR 158.22' 12 - 36 HIGH TO CODEE ��" 15� ' u e d a Q MEE a ° d a n I\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\I TTT - FINAL DESIGN T.B.D. v �� M 111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - (B) FENCE - FINAL DESIGN T.B.D. 111-111-111-111-111-111-111-111-111-111-111-111-111-111-11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING o 111-111-111-111-111-111-111-111-111-111-111-111-111-111-11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 - 1/2 GWB FINISH c) N VERIFY STRUCTURAL PER PLAN N 2 IIEHEHEIIEHEHEHEHEHEHEHEHEHEHEllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilll EllEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEllilllilllilllilllilllilllilll op10B - HYDRONIC RADIANT FLOOR Q o U FLOOR FRAMING AND DIAPHRAGM PER O L ) EHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEIHIllillilillillillillillillillillillillil STRUCTURAL LL w a) -11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 R-38 INSULATION OVER CRAWLSPACE. Z W LU M -Q - 24 X 24 CONC. PAVER DECKING N. Wco I- 14" COMPOSITE DECK FASCIA BUILDUP O rn o z - INSTALL WITH SPACERS N J m Q Z W • EllEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEllillilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilllilll - 4 CONC. SLAB o co m N Q d co - HYDRONIC RADIANT FLOOR @ COND.AREA - R-10 ENTIRE SLAB ON GRADE @ COND.AREA III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II 0 BUILDING SECTION 3 Z W i- MAX BUILDING HT. 12- PER HT. RESTRICTION 188.61- — O 4 \ \ \ OVERALL 187.88' z ( ) 0 BUILDING HT. Q � � �� 3B z W Q 1\ • �� J N 12 �n ` in C\1 � � . 1 0 W C) 00 4 , , Q 0, 3 UPPER PLATE HT. F I \\ 0 � i" @GREAT ROOM 0 -� 7 '- '- ♦ I / • ir GREAT ROOM \ U ° ' � UPPER WINDOW HEADERS W E "ill ___- ‘ - - ,AL © /v nnn nnn nnm- 7.-- - - , r fni , _ ..._ ._ ______ 4 3B �.�/') I iii ..... A.,1 FPI_ i E 1 ,, l ct Li ULJ ii b Jc_, . "Au 1/AwxwxwAlla mil 4.A.J. , .1[f i.,46,,,,, _ + MAIN FL. 4 t . 5 i —' 4 PLATE HT. p �� ' NOTE:VERIFY ALL HEADER Z _ 10 �'i ML—, 1, I® 10l R _ 0 10 CO 1 I /I I �� TYP.WINDOW HEADERSzi- HEIGHTS WITH SUPERVISOR W 0 k� MUD ROOM m00 , M N N � N 6 6 11 LAUNDRY ®� KITCHEN _ ►� m 8 M I =_.itioiioioi .0 • O b N ce cop p n w Z °�Z, ' 12 aWo� .1111 -. gm_ - f .� O zkZo� 16 w, c=s \ I '_:iiil _ gy _ . - -MAIN FLOOR 168.5 i!lil N 14 �� 1!1!1 ��s_ 14 II� 14 1/8"FLOOR SYSTEM_ ® - -� 5' a _ \ PLATE HT. 167.3 r ,-.... ®, — — TYP.WINDOW HEADERSUJ ? W 1-021-2 ✓ NOTE:VERIFY ALL HEADER wru u o 111111111111111111111111111111111111111111111111111111111111111111111111111111HII arill111111111111111111111111111 .11 10 HEIGHTS WITH SUPERVISOR w3azz CO a =I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII :5 I■ \ / \ Z�N LL . = Zozwo EllEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEIHIllillillillillillillillillillillillillillillillillillillll _ = PLAN AREAS � a�c�ma 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 a _. 11 B HALL ,BEDROOM #2 11 8 woz�� .� \ Z Z �ZW .� - .Zpaz _ MAIN FL 1 FT. w as IIIIIII _ I ��111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _ AVG. ORG. ' �� :9 / � / [�`�/, GRADE �I�ZZ O „ :. - BASEMENT FT. Zw� O S 1 ,158 SQ a� o0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII=III=III=III=1IJ 6861 _ TOTAL AREA: azpz IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 EllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEllEll ;_ 16 O G > �111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 . "--.'".-1 :I —III III=I\I=IIII\Ell\Ell \I=IIII\Ell\Ell \I=IIII\Ell\Ell \I=IIII\Ell\Ell \I= I I—III— —III III=III=IIII\I—III I I I Ell I\I I\IIIII \I\I \\I I\I \III III \111 a /� 3,044 SQ.FT. ��wo IIIII I\- 1-4 4I 41I IIIII-III II I\- 1-4 4I�-II IIIII-III II I\- I \ \ BASEMENT FLOOR 15$,22' CO °°o1 d W O 111-1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII H IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIII �q a iii �i� = �y =I 1lI IIII 11 1\I I\II\IIIII\II\I I\II\IIIII\II\I I\II\IIIII\II\I I\II\IIII I\II\IIIII\II\I I\II\IIIII\II\I I\II\IIIII\II\II\ d ® 1.M11 115 GARAGE 603 SQ.FT. _ EllEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEll -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iSTORAGE/UTILITY 105 S .FT. Q OWNER APPROVAL EllEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEIHIllwill11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 —1 _ ENTRY PORCH 123 S .FT. 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Q INITIAL: El I Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell EillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillillAiii,-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 COVERED PORCH 157 S .FT. PAGE #: 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=I I1 COVERED DECK 266 S Q Ae 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111= OPEN DECK 258 S .FT. III =111111111111111111111 III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III g III III III IIII III III III III III I Q _ PAGE: =I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\\I\I I- FT. l I\I I\I I\IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=I I= I 1 111=111=111= MASTER DECK 52 S Q BUILDING SECTION 4 CROSS SECTION / DESIGNED BY MAX BUILDING HT. ELEVATION NOTES J. STERLING PER HT. RESTRICTION 1 88.61- - COMP. ROOFING DRAFTED BY: N 0. - VENTED RIDGE OR ROOF TO WALL VENT OVERALL 187 88' 1 - ROOF SHEATHING PER STRUCTURAL J. BASS BUILDING HT. - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. a) 4 12 12 4ME - STANDING SEAM METAL ROOFING ` CZ - VENTED RIDGE OR ROOF TO WALL VENT + 2 - ROOF SHEATHING PER STRUCTURAL 1/4" = 1' U.N.O. - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. 1- II - CONTINUOUS ALUMINUM GUTTER DATE d • 12 - 2X8 FASCIA z - (B) 2X12 FASCIA @DECK ROOF IL II 4 UPPER PLATE HT. 3 6-11-21 @ GREAT ROOM - C COPPER CHIMNEY CAP GREAT 4 UPPER WINDOW HEADERS \ - SMOOTH HARD! SOFFITS 3B © 4 - STRIP VENT AT EAVES - (B) 1X6 T&G MATERIAL UNDER EXT. CEILINGS W134636 PIC 1 1 W12 4636 PIC W11 4636 PIC _ \ I I 4 MAIN FL. - R-49 INSULATION IN ATTIC OVER COND.AREA PLATE HT. - 5/8" GWB CEILING. 4B 10 NOTE:VERIFY ALL HEADER 5 'I _ \- HEIGHTS WITH SUPERVISOR • TYP.WINDOW HEADERS - V/062616AWN - HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. °' M 6 - PRIMED SPRUCE INSIDE CORNERS o CY) N - X METAL OUTSIDE CORNERS z 6 j . W10 3060 PIC W09 3060 PIC- W08 3060 PIC 6 8 12B M N - VERIFY FENESTRATION TRIM 0 W173066 PIC W164666 PIC W154666 PIC W144666 PIC - - , - HORIZONTAL 4 CEDAR SIDING U} -. - o °' 7 _ PRIMED SPRUCE INSIDE CORNERS (1) O X I X METAL OUTSIDE CORNERS ,11 �- P I■ ■■ ■i �!. i I ITI■ ■rl I I - VERIFY FENESTRATION TRIM BBQ Grill 1■ ■■ Ga —1 IH• ■1-1 It--I 1- 1■ ■■ ■1 iI I 1= ILII• ■1 -- � - SMOOTH FIBER CEMENT PANEL SIDING Simm) . omm IT 1■ i �� ■1 ■I ' �l INNIMI ■1�■iM■rilii■ii __El I W I■ m---��� ■1 -I - -: 1k1■ ■1 _ -=---_= 8 - PRIMED SPRUCE INSIDE CORNERS 11ICI Mr I■ ice' ■I . ..�r1 11 I11■ ■11Ir1i111r11✓1 11 IM.a1`I_ ��. 1 i mi1,, >t I#FiIl•[�■•�_ II�___1 - X METAL OUTSIDE CORNERS 7:15s - ' I�—=�■m mm;m ■ IIIII.—t \ \ \\ -MAIN FLOOR 168.5' - VERIFY FENESTRATION TRIM. - ® 8 ® III III III III III III III III % 14 1/8"FLOOR SYSTEM - MASONRY VENEER \ PLATE HT. 1 67.35' - VERIFY SELECTION `�0 1II1 TYP.WINDOW HEADERS 9 - INSTALL PER MANUFACTURER INSTRUCTIONS - - - - I II II4 - - _ III44=4II4III III1111111 I�I1-=1I 11- 11- 14 - 111=111_111111111 111 _ NOTE:VERIFY ALL HEADER o 111111111111111111111111111111 HEIGHTS WITH SUPERVISOR - BEAM PER STRUCTURAL 1111111 ai 1 111111111 I _.. - 111 111 111 111 1111 111 111 111 111 111 NATURAL FINISH IF EXPOSED 1-111-111- 1 11111H-111 .. . _ - B 6X6 PT POST PER STRUCTURAL W/ �I1111111111111111111111111111 o 1 OB W36 3060 CASE W35 4060 FIX CASE' YV34 3060 CASE 6 1 Qg W32 4060 PIC W31 4060 PIC 6 W30 3060 CASE W28 3060 CASE �1'F 1 - 18 X 18 BUILT-OUT PILLAR W29 3060 FIX CASE Co= �, - SIDING PER ELEVATION = - - - - 2X6 EXT. WALL FRAMING W/ R-21 INS. (in N _ _111-111- a 161 .19 - 1/2 GWB INTERIOR FINISH ■1 I Ili 1 1 1 IMF iit NI! 1 11111 1 - 1-111-111-111-111-111-111-111-111-111- + GRADE - CU 111-111-111 -1 ,� jj 11,E 1■� � ■I. 1 1■, IM,� __ _ B FURRED OUT 2X4 WALL W/ R-21 INS. ,� 1■1— �� ■I■ I�—I— _ EllEllEllEllEllEllEllEll - CABLE RAILING 1■� i ■u I��I� � - 36 HIGH TO CODE 1 u ==I _ _ 1 2 - FINAL DE I N T.B.D. o III III III III III III III III III III III III III 111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111�11 S G 4I -11 11111=11 11 11- 1 � - - \ \ + BASEMENT FLOOR 1 58.22' _ ■w _ 1 11 11 1 1 III 1 1 11 11 - B FENCE - FINAL DESIGN T.B.D. 11111 -1• IIIIIIIIIIII IIIIIIIII= �� IIIIIIIIIIIIIIIIIIIII TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING o M' _ III=111-111-111-111-111-111-111-111 111 =1 Mil_ 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111-III - 1/2" GWB FINISH o \ 1 3 - VERIFY STRUCTURAL PER PLAN 10B 111 111 11111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 �, _ III 1111-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-1111 o' c IIi-i1i 111111111111111111111111111111111111111111111111111111111111111111111 - HYDRONIC RADIANT FLOOR Q o 11\1110BIII III III III III III III III III III III III III III III III III III 111111111111111111111 - FLOOR FRAMING AND DIAPHRAGM PER cfi 10 B 10 B = 11Ii1IiIi1Ii1Ii1Ii1Ii1Ii1Ii1Ii1111111111111111111111111111111111 �' 14 STRUCTURAL O� w CO N- a 111111 1III - R-38 INSULATION OVER CRAWLSPACE. Z o W W M III 11-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111— - 24 X 24 CONC. PAVER DECKING o > 1— ti . 1 � Q Q � ca - 14 COMPOSITE DECK FASCIA BUILDUP W M o z U rn • - - INSTALL WITH SPACERS N J J Q 00 �i O W 5 Q• Z • - 4 CONC. SLAB o0 2 c\I Q ri co III- - -1111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII =IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII= - HYDRONIC RADIANT FLOOR COND.AREA I=I f��i �1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII @ - 16 _ - R-10 ENTIRE SLAB ON GRADE COND.AREA 111111--_ =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III =III=III=III=III=III=III=III=III=III=III=III=III =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII @ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1I1 W Q NORTH-WEST ELEVATION 0 Z � Wi- MAX BUILDING HT. PER HT. RESTRICTION 1 88.61- 0 O \ OVERALL , - n 12 ► BUILDING HT. 187 8$ ( / < ME 41 12 z W Z 4 W N El 12 U Cn (_) 00 . 4 � UPPER PLATE HT. Q rn © I J ,- + @ GREAT ROOM 0 ' ` GREAT ROOM NUJ V 1� . 3B © A UPPER WINDOW HEADERS Q �F 2I © 0 \ 0_ 0 ` J - + MAIN FL. W05 3050 CASE 10 - - 4 PLATE HT. 7 4B6 — 4B NOTE:VERIFY ALL HEADER L TYP.WINDOW HEADERS HEIGHTS WITH SUPERVISOR— i ri , - _ W 0111 .1 'T I CV 1 _ M II 1 LIil.I111111G Oi N r I1 o N $ VV07 3060 CASE 6 8 _� 112B I111111111 6 6 - v 1- r n v WO1 1680 PIC a a U gri .... N LLz� O Z LAO8U —�' Co 0 �f7 W d' wZO i: i!! 'i: " I .—_„opt z z o o� ���■I��i-- — - MAIN FLOORrj' -0-‹ _ ..= - • • w� w ® o .400.........nonon. ' 11. 1/8" FLOOR SYSTEM PLATE H o iz 168 - 111 T 167.35' Z w 2"N o=>Wz x��oo ill TYP WINDOW HEADERS W m 1 w� 41 411-111\1 \_ "xxa 1 NOTE:VERIFY ALL HEADER z=-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111- wIwwo (1 I11 IIII III III III III III III III III III III III III III III III III III III III III III III III III III III HEIGHTS WITH SUPERVISORill -11-111-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-11- waZZ l' III III III III III 111111111III111III111111111III111III111111111III111III111111111III111111111III111III111111111III111=III= a ° rto�z \\\I\ 111 HIIIII\11�11\11�11\11�11\\\11�11\11�11\11�11\11�11\\\11�11\11�11\11�11\11�11\\\11�11\11�11\\\11�11\11�11\11�11\11�11\\I\11�11\11�11\11�11\11�1 = PLAN AREAS a� '- 10• B 8 6 111I11I11111111I11111I11I11111111I11111I11I11111111I11111I11I11111111I11111111111I1111\I\\I 1111111\I\\I \I\\I\\I\\I\1 0 o z 11 111i11ii iii\ 111i11ii iii\ 111i11ii iii\ 111i11ii iii\ iii\ 111i11ii iii\ 111i11ii111i11ii Co ~x,1 oaoo MAIN FL 1 FT. 0 ZI] az 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 \7 + AVG. ORG.+ 0RGl6l .l9 BASEMENT 1 ,158 SQ.FT.if — i LXL am~ O 111ll11ilil11 11ll111II 111llll111=111II 111llll111I111ililI111 I111ll111mm111-i1i.111 I111m1 I1111 I111111ilil111 111l-I111il1 I111 I111l 111ll111 mi1l1:.•1_11 ..H, + ,a U \ 000x ■ � \t�\ � IIIIIIIII-III- ■ ��a�� 1 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111 Ii111\ 1111\ 1111\ 1111\ 1111\ 1111\1 TOTAL LIVING AREA: 111 3 044 .FT. oL 1 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 1 -- - ���- ��s- 4= 11�11=II=II- I- I�1-1= I=II�11�11=11=11- II- I�1-1= I=II�11�11=11=11�II- I�1-1= I=II�11�11=11=11- II- I�1-1= I=II III- - - - \ \ \ BASEMENT FLOOR 15$,22at� 1=111=1111\1=111=11\111=11\I \I \I \I \I\1=111=11\111=11\I \I \I \I \I\1=111=11\111=11\I \I \I \I \I\1=111=11\111=11\I \I \I \I\1 1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1o® GARAGE 603SQ.FT. LL '�I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 z \ 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 STORAGE/UTILITY 105S .FT. Q OWNER APPROVAL _ ENTRY PORCH 123 SQ.FT. 0 1111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 INITIAL: VEREDP R H 17 .FT. PAGE #: CO O C 5 Q COVERED DECK 266 S .FT. Q A 9 11.1 111 1_111_111_111_111_111_111 Ill_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_ OPEN DECK 258 SQ.FT. 111 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-1.11 1_11 11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_11_111 PAGE: MASTER DECK 52 SQ.FT. SOUTH-WEST ELEVATION -1 4 of 18 CROSS SECTION / DESIGNED BY MAX BUILDING HT. ELEVATION NOTES J. STERLING PER HT. RESTRICTION 188.61- - COMP. ROOFING DRAFTED BY: N - VENTED RIDGE OR ROOF TO WALL VENT N 12 \ OVERALL 187 88' 1 - ROOF SHEATHING PER STRUCTURAL J. BASS III III ' 4 BUILDING HT. MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. ME - STANDING SEAM METAL ROOFING - - VENTED RIDGE OR ROOF TO WALL VENT 0 2 1/4" = 1' U.N.O. s 12 - ROOF SHEATHING PER STRUCTURAL L 111 4I ' - MFR. TRUSSES 24" O.C. HEELS PER STRCTRL. DATE o i - CONTINUOUS ALUMINUM GUTTER W U © - 2X8 FASCIA z UPPER PLATE HT. 3 - (B) 2X12 FASCIA @ DECK ROOF 6-11-21 a @ GREAT ROOM - C COPPER CHIMNEY CAP 12 GREAT ROOM UPPER WINDOW HEADERS SMOOTH HARD! SOFFITS El il 3B© 4 t 2 4 - STRIP VENT AT EAVES + - (B) 1X6 T&G MATERIAL UNDER EXT. CEILINGS MAIN FL. - R-49 INSULATION IN ATTIC OVER COND.AREA 4 1 I I PLATE HT. 5 - 5/8" GWB CEILING. 4B i F:131 NOTE:VERIFYALL HEADER 1 I� TYP.WINDOW HEADERs\ HEIGHTS WITH SUPERVISOR C:7) W22 3016 PIC , HORIZ. FIBER CEMENT LAP SIDING @ 7" EXP. L� °' - PRIMED SPRUCE INSIDE CORNERS Vu21 2640 CASE W19 2640 CASE 1 q N 6 6 6 IT B 6 8 N - VERIFY FENESTRATION TRIM L'3 W20 2640 FIX CASE I - X-METAL OUTSIDE CORNERS . s- CO - HORIZONTAL 4" CEDAR SIDING Pi I� oo N 7 _ PRIMED SPRUCE INSIDE CORNERS (1) X r� � X METAL OUTSIDE CORNERS _.1 BB— •� - VERIFY FENESTRATION TRIM M IN I■ IMF= - SMOOTH FIBER CEMENT PANEL SIDING MIC:11) 7 mi�7 NM 1►�t��� � r�-. �-®i___ 8 - PRIMED SPRUCE INSIDE CORNERS Mr r IMIMI �� - X METAL OUTSIDE CORNERS1:3 ,.„ �am is imti \ \ \\ -MAIN FLOOR 168.5' - VERIFY FENESTRATION TRIM. ® 14 1/8"FLOOR SYSTEM - MASONRY VENEER 1-111-111-111-111 \ + PLATEHT. 167.35' 9 - VERIFY SELECTION o TYP.WINDOW HEADERS cz.� jI1- 1-11I-1111111 1 - INSTALL PER MANUFACTURER INSTRUCTIONS 111111 1111\111 IIIII\IIIII\IIIII\IIIII\IIIII\IIIII\II11-111-111-111E1I I\IIIII\IIIII\IIIII\IIIII\IIIII\II11-111-111-111-1II = NOTE:VERIFY ALL HEADER o W393016AWN W383016AWN W373016AWN' HEIGHTS WITH SUPERVISORalii �IIIII��II���II��� - BEAM PER STRUCTURAL g...9 - NATURAL FINISH IF EXPOSED ES IIEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHE _ - (B) 6X6PT POST PER STRUCTURAL W/ 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111- 6 8 1 QB 18 X 18 BUILT OUT PILLAR SIDING PER ELEVATION - 2X6 EXT. WALL FRAMING W/ R-21 INS. (110 0) 1I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I111I I1 I I 111=111=111 111=111 I i I i I i i — __,,......., _ 161 .19 1/2 GWB INTERIOR FINISH w �� iii �� GRADE - B FURRED OUT 2X4 WALL W/ R-21 INS. J 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ii ii - CABLE RAILING 36 HIGH TO CODE �� iiiim — 1 2 - FINAL DESIGN T.B.D. 0 11 11 111 11 11 111 111 111 1111 11 11 111 11 11 111 111 111 1111 11 11 111 11 11 111 111 111 1111 11 11 111 11 11 111 111 111 1111 11 11 �111 ill, !�� ���� BASEMENT FLOOR 1 58.22 V 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111-111-111- - B FENCE - FINAL DESIGN T.B.D. 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 i®Ilar- - TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING o _ � - 1/2" GWB FINISH - o t N 2 13 VERIFY STRUCTURAL PER PLAN N rn HYDRONIC RADIANT FLOOR Q 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 - FLOOR FRAMING AND DIAPHRAGM PER • • L 14 STRUCTURAL LL w CO 1— a) - R-38 INSULATION OVER CRAWLSPACE. Z W W M o -0 H - - 24 X 24 CONC. PAVER DECKING N. - 14 COMPOSITE DECK FASCIA BUILDUP W � U N a)- INSTALL WITH SPACERS o z Z W - 4 CONC. SLAB m 2 N Q d co 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 - - HYDRONIC RADIANT FLOOR @ COND.AREA 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 - R-10 ENTIRE SLAB ON GRADE COND.AREA 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111=1 W Q NORTH-EAST ELEVATION 0 Z W i- MAX BUILDING HT. PER HT. RESTRICTION 1 88.61- 0 OVERALL 187.88' — (I BUILDING HT. Q El � ' 12 z W Q 1121 � i4 J - N U (n ino p Qso) 12 © UPPER PLATE HT. 1 @ GREAT ROOM C) 0- �� GREAT ROOM W U 4 UPPER WINDOW HEADERS Q II II ° r1 \ + MAIN FL. 0_ 0 4 8 A. A. 4 PLATE HT. 4B 10 6 NOTE:VERIFY ALL HEADER CO 7 HEIGHTS WITH SUPERVISOR W 0 I —I TYP.WINDOW HEADERS M W27 3016 PIC W26 3016 PIC W25 3016 PIC W24 3016 AWN W I ICI �I • ' I ao v = N 12B W045050PIC 111.--= 6 12B oNNW23 3060 CASE ' � � M• Z>• • a1UNZwZL 1611 iiCq ZoDoo 7 zwOOwOw% ._.-- a \ \\ MAIN FLOOR 168.5' i 1111111111111111111111111 14 1/8" FLOOR SYSTEM 112111-115 111 111 111 111 111 111 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PLATE HT 167 35' \J\ / III III III TYP.WINDOW HEADERS �1\ 4141111111II111\-1111 141 1 11 — — — -- — — — — NOTE:VERIFYALL HEADER wrww0 HEIGHTS WITH SUPERVISOR w 3 a Q z W �a000 a K O o111 z PLAN AREAS aW ,° O Z MAIN FLOOR 1 ,886 SQ.FT. _ gE(» AVG. ORG. , wozda 1111111111111111111111111111111111111 161 .19 1111111111111111111111111111111111111 \I1111111111111111111111111111111111111 IIII1111111111111111111111111111111111111111 1 11 111 GRADE BASEMENT 1 ,158 SQ.FT. i 000, Wawmma 6861 TOTAL LIVING AREA: Hz 3,044SQ.FT. �Z�� 2a�o 158.22' °9a 111 111111 11�11 111�111 111�11 IIIII IIIII IIIII111111 111III�IIIII III11 1 11 111111II�I�1111 1111\�II111 \ \ \ \ + BASEMENT FLOOR 1111111 `J��' ZZ1 GARAGE 603 SQ.FT. W H _ iIi1111_111 iiiiiiiiiiiiiiiiiiiiiii 111-111-111-111-1 STORAGE/UTILITY 1O5 SQ.FT. OWNER APPROVAL ENTRY PORCH 123 SQ.FT. INITIAL: III EllEHEHEIII 11111111111111111111111111111111111111111111111111111111111111111111111111 COVERED PORCH 157SQ.FT. PAGE #: 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11-111 111A11 1 111111 11I 1I 1 VERED DE K 2 FT. r Ni Q 111\11 11 1 1\I 111 1\1 1 111 111 111 COCK 66 SQ -1 11-1 11 III-1 11=111 III-III=1 11-1 OPEN DECK 258SQ.FT. 1111 11 111=111=111=111=111=111=111=111=111=111=111=111=111=111 111=111=111=111=111=111=111=111=111=111=111=111=111=111 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11 1111111111111 PA GE: _ _ Q MASTER DECK 52S .FT. 11111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111 1111111111111 SOUTH-EAST ELEVATION DESIGNED BY PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. STERLING DRAFTED BY: N 0 N PREFABRICATED WOOD PRODUCTS: PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN -APPLICABLE CODES: J. BASS Prefabricated Trusses. Where shown on the plans, 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 Code. The designs herein are prepared in accordance with r prefabricated structural roofing members shall be other nationally recognized brand may be used provided members per the Plans and applicable building code. Where Structural Plans do not specifically recommends that a geotechnical report be performed by a qualified geotechnical engineer for the 2018 IBC. Construction shall conform with the most 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. all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. recent building code adopted by the approving jurisdiction. 1/4" = 1' U.N.O. structural roofing designer shall provide to loads in all orientations. Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be CCI depends on others for the provision of soils data, which includes but is not limited to: Calculations. The calculations included herein are only . . -H 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 allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral those required to ensure compliance with code. We do not DATE o notes showing member sizes, forces, installation items in strict accordance with the manufacturer's sawn wood shall have moisture content less than 25%. pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will intend to compute every structural element nor every load z Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from make assumptions regarding soilparameters, however, CCI takes no responsibility or liabilitycombination. Much of our analysis is "BI" (ByInspection.) 6-11-21 procedures, blocking, bracing, etc. recommendations and requirements. The load carrying g p � p g g p Y Y � P ) 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 for future settlement, or damage or injury due to earth movement or failure of any kind. ABBREVIATIONS: 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 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. specifications for imported road base or sub base; or use sand or other clean granular materials AC:rAsphalt Concrete Beams and Posts. All sawn structural beams, headers, andposts shall be DougFir Larch No 2 no larger thanpeagravel. All structural fill must be compactedper the followingsection. BRNG: BI:By spectiion (wallusually) void the warranty and diminish load carrying capacity. Any steel. If installation risks cracking of wood, contact g p 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 (E)Elasticng dulusorElectrical Fir No. 2 or better. Glulams, PSLs, LVLs, etc. shall beper Prefabricated Wood Products section (vibratoryor impact) methods. In paved areas and under structures, use structural backfill CCc,Inc. CPI:Cast inu place concrete specifications is acceptable. Simpson SDS Wood Screws. Where specified, install per P ) -beam Composite Web / Flange Joist Product. The manufacturer's recommendations. In general these do not below. compacted to 95% relative compaction. In non-paved or non-footing areas use structural backfill CO Ca o trorCeanoutyUnit contractor shall install the I-Joist products complete with need pilot holes. However, if wood is old and or very dry Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, or native backfill minus rocks, lumps, and organic matter, compacted to 92% relative C Concrete onc:Continuous web stiffeners and other blocking / bracing as shown on pilot holes may be required to avoid splitting. Use length similar length nail gun nails may be substituted provided 50% more nails are used. For example compaction. DF:DomFisFir the Plans and / or as recommended by the manufacturer. 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 Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, HAC:GVW:GypsumHeating,shearVentilawalltion,and Air Conditioning Z PSL (Parallel Strand Lumber) and Versa-Lam. Use ensure full strength. 8*1 .5 = 12. As another example if 16d nails are called out at 4" spacing, the spacing of similar etc.) use structural fill around the structure. Carefully place and compact to 95% relative Gyp Gy :Gy GIpsum m wall board C� minimum 2.0E, 2,900psi minimum allowable bendingSimpson SD Wood Screws. With most Simpson length, narrower nail gun nails shall be 4/1 .5 = 2.7". compaction under and around all pipes. I.Momentofi Inertia Building Code (111) w r p p Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation IEBCnsulated a Concrete etngForm Building Code stress. connectors, Contractor mayuse SD9 in lieu of 10d nails, nal Residential Code 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- and compact per the above. IRC:International K:Kip(ernati bs.) n ._ 2-1/2" approved manufacturers. All shear walls must be positivelyconnected at topand bottom to Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existingsoil KSI:Kips per Square Inch 2,600 psi minimum allowable bending stress. 1-1/2" and lengths. Use the length necessary for full pp g 9 LVL:Laminated Veneer Lumber 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 or structural fill. All organic and deleterious material beneath footings and foundations to be Lt LSL: Laminated Strand Lumber p NA:Not Appicable U l 1 .5E shall have min., 1 .5E modulus of elasticity and 2,300 shall be built per minimum code. removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost NB:Not pplca psi allowable bending stress. Members indicated as 1 .3E Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in zone, not less than 12". NIC: ed OC:Ono Centt er spacing N shall have min., 1 .3E modulus of elasticity and 1 ,700 psi Shear Wall Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, OSB:Orunds pertedStcubicBfood Wall Table. dirt, moss, debris, or other deleterious substances. Pressure wash as necessary. Use bondingPLF::Pounodds per Lineal Foot t min. allowable bending stress. Glue-Laminated Timbers. Unless otherwise noted, all Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW" and agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no PSL: er PSF:Pods per lel aSquare nd bFootali 02 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 dowels into rock are necessary. PSI:P�oundsperSqu re Inh preservative Sk continuously over one or more interior supports or are corner. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long PW:RC:Re�I edCommpor ation shear wall E cantilevered, use 24F-V8 DF/DF. Use industrial Multiple Ply Members. dowels rotohammered min., 8" into solid rock. Rotohammered holes to be 1/2" diameter, RE REF: orRefee ce,noiacual Trimmers, KingStuds, Headers. Where more than one 2x isplaced against another and used as perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: ROW Right Of Way (110 appearance grade, unless visually exposed to interior g p P p Y living space use architectural appearance grade. a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. o For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" S: :SeeSecionmodtlus Cij N Beams, Columns. Where more than one 2x, or LVL, or LSL isplaced against another and used OC max spacing. Dowels to be centered on stemwall. SP Structural m Drain ulated Panel Pressure Treated (PT) glulams shall be not less than 10 /o g p g. 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. o For pad footings larger than 12" square or round, use three dowels spaced 8" apart, SSK.Sketch bOnGrade elasticity, usingsuitable woods species forpressure Glue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear centered on footin If dowel is too lon to fit in footin bend as necessar to rovide 2" cover at SS:SanitarySeweSPF:Spruce Pine Fir p g g g' Y p 0 STAG:Shear Transfer Around Opening treating. strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per top and / or side(s). r E o SP:SIPsshearwall All glulams shall be manufactured by an AITC approved manufacturer's recommendations. o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, TYP: ical UNOT Unless Otherwise specified elsewhere 0 Epoxy used with wood dowels or driftpins shall be Simpson ET-HP, or other brand intended forfooting. long footing, necessary provide2" Vorv:Shear(Ibs)or unit shear(plf)respectively } fabricator. Store and install in accordance with p Y p centered on If dowel is too to fit in bend as to cover at W:Wall,full length N manufacturer's recommendations. dry priorepoxy top and / or side(s). WWF:Welded Wire Fabric cc wood use. Wood and dowel shall be clean and to e ox installation. Window and Door Openings. Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining LIMITED SCOPE OF CONSULTANT'S WORK: Q ° 0 Header. Use minimum size as called out on Plans. All headers shall be installed with their tall material and a suitable vapor barrier (designed by others) are recommended for all interior e dimension vertical. If header is less than 3 inches wide a single 2x or single LVL) use a flat Consultant. The consultant in responsible charge of the O w N— m (I.E. 9 9 slabs. � � work indicated herein is Tim K. Garrison, P.E., doing z ui w M - 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to - header is specified, the wall is assumed non-load bearingand wall topplate mayserve as the business as ConstructionCalc, Inc., hereafter indicated as Et Q Q Et N. C p finished grade, shall be provided at the base of all footings and retaining walls which will have "CCI." w 0 N O . rn header. earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to Scope of Consultant's Work. The scope of work of CCI is o z cc Q N to w Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers daylight, unless otherwise specified. 5 Q o z o w, full-heightking STANDARD CONCRETE: limited to structural analysis of a new single-family for each opening shall be individual members with studs between them. Each m 2 cam, < M header shall use the number of kin studs specified below or in the Structural Callouts. residence. CCI takes responsibility only for items 9 p Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day specifically addressed in our drawings and calculations. W Q Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger strength of f'c = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks of similar bearinglength and capacity maybe substituted for trimmer. Constructed items not specifically addressed herein shall g p Y per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in accordance be built per minimum code. v King Studs. Unless otherwise shown on Plans use the following. These must be full-height, with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and LOADS bottom plate to top plate, IE diaphragm to diaphragm. ACI 304 latest edition. Z • * Opening less than 6' wide - use min., one king stud each end of header. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / or Following are the loads used for the subject design / W H • * Opening 6.1' wide to 9' wide - use min., two kingstuds each end of header. analysis: p 9 waterproofing may be used provided the strength and durability of the concrete is not adversely Et• * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. affected. L Discontinuous TopPlate. Where wall topplates are cut, omitted, or otherwise discontinuous at a o o Roof live: 20 psf. Air Entrainment. Provide 5/o air entraining in all concrete exposed to the earth or weather. Z Pe header, the end of the header shall be connected to the remainingtopplate beyond with a o Roof + ceiling dead: 15 psf CO— Y Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM horizontal CS18 strap with minimum 12" length on the header and 12" length on the top plate C618 with a corresponding reduction in cement content. Any such concrete shall obtain at least o Roof snow: 25 psf Z W 2 beyond. Strap may be on top, inside, or outside of wall. o Floor live: 40 psf the strength and durability characteristics as Standard Concrete listed above. W Q Anchor Bolts. CONCRETE REINFORCING: o Floor dead, 1.5" gyperete: 28 psf. J W N CN Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard o Stairs and exits, residential, live: 40 psf U CO spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless o Deck live: 60 psf v J Q 6) with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head otherwise specified in the Plans. o Deck dead, 2" concrete pavers: 32 psf. F on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for retaining o Exterior wall dead: 10 psf U wet set - see specifications in previous section. An alternate to wet-set anchor bolts and washers walls retaining more than 4-feet of soil and their footings, and for structural beams, structural o Interior wall dead: 7 psf W U 0 maybe Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. 0 1 p p g p columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. o Seismic Factors: Ss= 1 .136, S1= 0.403 O Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of Splicing. Bending. All reinforcingshall be spliced, detailed, bent, and supported in accordance "D" E 0 M p g� P Pp o Seismic Des Category: ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" with the most recent ACI code adopted bythe jurisdiction. min embedment wet-set, or 1/2" Titen HD with 4" min embedment. p J o Wind Exposure C , 3-sec gust: 110 mph. Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6"x6" o Assumed allowable soil bearing pressure: 2,000 psf. Z Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2" min concrete (6 Ga.), ASTM A-185. Splice by lapping one mesh +2" all sides. embedment, at 16" OC, unless otherwise shown . Cover. Provide the following minimum cover: w CO Decks: Joist hangers used at decks shall be connected to all wood members with corrosion- SINGLE PROJECT: g Footings and other unformed surfaces, distance from the bar to earth face...3 The calculations, drawings, notes, specifications, and / or Z CV resistant screws, Simpson SD9 or similar. Hangers shall be U or LU only (not LUS.) Ledgers Formed surfaces in direct contact with earth 2" shall be attached with screws or lag bolts per Callouts. All hardware and connectors shall be at Surfaces exposed to weather 1-1/2" tables prepared by CCI are valid only for the project indicated herein. These documents are not valid, least medium-duty corrosion-resistant with galvanizing or similar. For slabs on grade, center the reinforcement in the slab unless otherwise specified. are not Pressure Treated Lumber. Usepressure treated lumber in contact with concrete and / or soil, applicable to, and shall not be used for any other project at (� 5,L' BOLTS AND DOWELS IN CURED CONCRETE: Mg and when directlyexposed to weather. Pressure treatingchemicals shall be inert, or otherwise any other location. Mg p General. This section shall apply to bolts and dowels installed in cured concrete using W °_OO non-reactive with metal connectors (includingnails, bolts, framingconnectors, etc.) or structural COMPETENT CONSTRUCTION PERSONNEL / SAFETY: w_ZLL rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. steel members. any gOnly competent personnel familiar with construction and zwoow Minimum distance to edge or end of concrete = 3" from hole centerline unless otherwise 0 Q -5ZF- In certain cases non-pressure treated lumber maybutt against concrete. In these cases use a safety practices germane to the project shown herein � (o p g specified. ' should be employed to assemble and construct the work. ��U`m�wa�� layer of heavy, asphaltic-treated construction paper between wood and concrete. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer z O tIza Blockin / Bridging. Provide continuous blockingat all bearinglocations. Provide full depth Contractor shall be responsible to comply with all OSHA ZwUg� g g g p operations. Location of existing reinforcing bars may be by non-destructive methods =>Wz and State Labor and Industries Standards. Contractor J = L° bridging or blocking at 8 OC max. in joist or rafters without continuous plywood diaphragm (pachometer, radar, or similar). 20 E6, assumes full responsibility as to construction methods Q z= connection on the top . Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers may be en used, safetyprovisions employed, and the finished as-built Wen z��=LL Framed floors which support posts shall be solidly blocked within the floor cavity to positively slotted, with plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller �ago2 transfer post, column, or other concentrated loads through the floor to the supports beneath. washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of condition of the structure and related systems. aZz o MATERIALS AND METHODS: �°ZU� Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a verysnugaw�ma p 9 all bolts that connect wood. �°ZD� Provide and install all materials in accordance with ~_�`�� oQo� wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be 21F, for bolts in steel drill holes 1/16" larger than the bolt diameter. Provide the following used to resist tension loads and shear loads. Install per manufacturer's recommendations. manufacturer's requirements and recommendations. It is U �Wz» as the bolt; ktUl_ minimum edge distances between centerline of bolt and all edges of bolted wood, and between Epoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength the contractor's responsibility to ensure all field personnel ZHH J rL�UU centerline of multiple bolts: understand andadhere tot is. II amwF0 p epoxy, with zinc plated, A307 all-thread bolts as shown in the sketches. For dowels, use ET-HP TEMPORARY SUPPORT AND BRACING: L.L ZFZQ 5/8 inch diameter bolts 3 inches i-Z0 or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes a;;z 3/4 inch diameter bolts 3.75 inches General. Provide adequate temporary support to all walls, I ggw° and installation shall be in strict accordance with epoxy manufacturer's recommendation. smog roofs, beams, columns, and floors during construction. ZaZi, Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, - � -- � �� webs, etc.) shall be one inch. Design of same is not included herein. Contractor or �- ' `' w �* owner should check all temporary-supporting devices with Engineer shall specifically approve any bolted connection using less edge distance than shown . of ht above. LagBolts. All lagboltsgreater in diameter than 1/4" shall havepilot holespre-drilled. Size ' tip' a qualified person. Contractor shall be responsible for the OWNER APPROVAL o adequacy of all temporary and/orpermanent support of pilot hole in threaded portion shall be 70 /o of the unthreaded shank diameter (or alternatively, � � q Y p Y pp 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreadedportion shall .� 1 systems. INITIAL: p ) :� , be the same diameter as the unthreaded shank. f 1 �� `'.., Retaining Walls. Do not backfill against retaining walls until PAGE #: 49� / _ concrete has cured to at least 2,500 psi (okay to use high k , , '{ early strength admixtures or additional cement in the mix s lei 12:-/ to achieve this). For retaining walls that are to be SO sop*, aw 2.4- connected at their top to horizontal floor diaphragms, do td.z6.�,s � � not backfill against the retaining wall until such horizontal PAGE: 15 � IL, diaphragms are in place and properly connected to the •1 LY . retaining wall. 2—TEA&5 Z5r 16 of 18 Structural Shear Wall Callouts — Copyright ConstructionCalc, Inc (CCI) DESIGNED BY Typical Shear Wall Callout Symbol J. STERLING 1 per This symbol indicates a dedicated shear wall or panel, the type per callout below. DRAFTED BY: N Walls without this symbol, or labled"NS1' are not dedicated shear walls-use code-standard construction. V �9 �9 Min. length of shear panel, ft. J. BASS If"W", construct entire Wall per this callout,with minimum individual panel lengths indicated on plan. CO Conc. 1/4" = 1' U.N.O. Sill Top of anchor Z — H Capa- Stud Nail Edge plate & Block- wall to Top of max DATE o H city, Nails Stud Stud Nominal mat'l /Field Top studs ing at parallel wall to spc'g, 6-11-21 z E u'-iud/ or height, spac'g, stud (see spac'g rr,, Top plate w/ unsup- framing perpen- Bottom Mud sill w/4" a Call- seis, Sheath- Sides of screws, max., max., size, std st'l Stud Plate, splice, edge ported or rim or dicular plate to anchor to min /17HD) eh out Eh,plf ing, min. wall size ft. in. min. specs) spac'g, in. min. min. nail'g edges rim blk'g. framing. framing. concrete embed 2x4 or coin Ji 'j MP - one, 6/6 24 sheathing Con't bolt or ■ �� 10 4 larger Sawn Cont 7/16" either 6/12 f716 +bllc¢, or sheathing 5/8" Titen per Arch 481' lap sheathing eh eh 17HD 1681 OSB or side, H2.5, or or 16d @ HD,wi ‘IP MP 1PW Sd 2- 2x wl 10- 2x NA or A34 or 7211 120 plywo- apply 15 16 2x6 Sawn 6/12 l6 SDWC- 61' or 3"wshr. 0 ■ od directly 16d 36 P iax• 15600, 4-5" SDS Or I , = E1111) to studs 19 12 2x6 Sawn 6/12@12 @ 24" rr 12". N1ASA or or l 2 nzav AA-ASAP Con't �_ sht'g or J (1) Lc2.1 _, X 4901 4/12@16 16d@3" <i 2PW (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) t, (same) 411' 035Q or rr12 or4.5 Z SDS @W -CD 1, 6" Con'tP o 6301 { ) { ) { ) { ( ) { ) 3/12@16 { ) (same) { ) (same) sht'g or 1' N 3PW same same same same) 16 sanre same same same same 2x (same) (same) 32 m 450 or @12 4.5" SDS C ° z @ 41r 2 U 0 z 17 HD Alt 1 - Holdowu - Embedded StrapT e. CO _ BEARING WALL Min. Capacity: Good for 2185 lb uplift. N N Z 7. aJ 2 BEARING WA-. II 1.11 * Holdo -u: Use LSTHD8 for no rim joist condition. n - For rim joist condition use LBTHD81 J. w * Nails: Use 16, 16d to frill-height stud as follows. I i Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2 , 3x, or 4x. II �' E I I Alt 2 - Holdown - Bolt Type z ■ - o U Holdow-n: Use HDU2. z J g I 51 N L N Lags: Use 6 SDS 1/4 2.5 to full-height stud per above 0 ¢ o 0 Anchor Bolt: If wet set, use 5/8" diameter SSTB16, or5/ " all-thread with nut and " washer on m o embedded end. MM embedment = 12". If too long to fit in footing, bend 0-degrees at bottom of footuig, ? ti maintain 3" cover at bottom of footing. w fy o . oIT (÷7) - If r•otohaminer, use 5/ " Titen HD or all thread epoxy, with 6"' min concrete embedment, centered in ley I o °° Q I ' stern wall. m a N < co s wQ 0 w H o11 U- 0 Z U H- Ill Q HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP ZZ w i: QN Model:HD112-SDS2.5 �` Anchor Diameter. 64' v ' / 1 U w V / < 0) 1Macurlllm Allowahl — I _OF1SP liPTi Ha522t5 �+ o oL. �17HDJ ■a OCO o0a SHEARWALLTOPCONNECTIONS (HIM Similar) NOT TO SCALE! Q • '_!,_"d. 11.5.Paleals6.112,895 <,a ='�',:,; r * ce a (si) TYP.SHEAR WALL TOP CONNECTION \ ■ 1 `I''' _ g -FRAMING PARALLEL, RIM OR CON'T BLOCKING Z STEM WRo41{J$TAEI_A�'pN }=.` _ 4- r! O Ente+manl owl,k pn.1_ - 2xia CO ��� co U NO SHEATHING SPLICE SHEATHING SPLICE S re g�na Anchor - OFISPSpeeias P% ATrpe r Maesf Cae+lllee Al• h010--a,isli th a 0 c TRUSS,RAFTER, Nurtllim cear Eel+Gwu Cs c c.+ JOIST,OR CON'T BLKG WI Cs RAFTER, a a JOIST,OR CON'T BLKG Adnesive SET 9% 12 10 5 5 5 LTP4 OPTION A34 OPTION A Ar'7'°r AT 9% 12 10 5 9% le 1 o o G1"� yA� a c ALT. SHEATHING 41 MI Mamcllarrrw!chor THOY 1n 19 1d le io le NO SHEATHING SPLICE l � .•{ 1�i a s SPLICE HERE CEILING ORI `- f OTHER BLKG M 58 4 18 18 f8 18 18 18 'L CasFln-Place o o CEILING I Anchor SS7B1e 1275 f2% 124Y 12ii 125fr 12li 9 L� TOP OF SHEAR WALL L� h" * O ci O 1.See page 9 for additiollel*Ms tar Ihls fauadetian tppe. MSTC PER PLAN i)o 2 irrplWlll4 pegpu14r1OH l,aIFgllfE aN'CRpa nETHIL$ / LL Z Q a O 4 aunre refer aeeenrrerewwrnd rrhrhelIryarernx1n.J ^ ZZ U TYP.SHEARWALL BOTTOM CONNECTION(D3) ON FRAMED FLOOR FOUNDATION RETAINING WALLS AND LOWER DECK AL k )�yy Z < g�a�,o MIdWell e�`rf 16' a •• =O�m2 p{D1 �� rms. JOIST JOIST W/SHEATHING -ALL SLABS ARE 95S - ��-Q ruche, ° illilki � IIw O X=z a Hi.Eepe W/SHEATHING SPLICE OVER RIM JOIST ANAL •- FOOTINGS AND RETAINING WALLS ARE OPA x{r 101=1%. =+fe' 1 !1P T Mtn • 5.77' • :.K Nails are j�f •�' =F�o P a' I}?',' n.re m[required BOTTOM OF SHEAR WALL BOTTOM OF SHEAR WALL UNLESS OTHERWISE INDICATED .` M. L.._..� mac- INn. } Irk length I5 %le ti1e iXn PER PLAN PER PLAN i*e'; y r1,� Z H z=a hbaral area. _ ALT.WALL SHEATHING ++7 Y O F I _ - DECKS ARE 15DX _ r c D NAIL OR SDS PER TABLE ALT.NO SHEATHING CODE MIN.NAILING oil r SPLICED HERE Z `WILT LljF z z0 Igen Yer-Semwall Faendal6en ., "- I SPLICED HERE 3 O w • Mldwall cad Comer A Ilrallans - — — l 'Nr U PPS. IA1.L + � S �� e..� 8' LOWER LEVEL WALLS AND 2ND FLOOR FRAMING 15 try r�.cc-�' c. w w 000Ho wo —14 Mln.a nd distance �� �� a o netllnA m I -ALL INTERIOR FLOOR SHEATHING IS 12FD, TYP. TE+or.5 e'�L.Y . 2„,„H €ed-01-WyllAepler, Ya rWood, I ® Q w O F Mr.Edge(Cy=,ia' T J WALL,BEAM OR 10WALL,BEAM OR •i +• - 1� III FOUNDATION FOUNDATION - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE w w ° o°° } L Ire-- �_ STRONG WALLSB ON UPPER - FLOOR AND DECK JOISTS ARE OPA, TYP. PLAN AREAS Z N�=a_ 1011 6. I i i isoll I � LEVEL FRAMED FLOOR 0$o Pen End01-Weld 44pllFoandeteacation snln - STAIR FRAMING PER ARCH AND CODE MIN. �a�zz .a. P �" SIDEVIEWI FRONTVIEWI PS - EXTERIOR FRAMED WALLS ARE 1PW EXCEPT AS NOTED ON ENGINEERING F MAIN FLOOR 1 ,886 SQ.FT. C� < amNoo awFNLL 7/16 OSB SHEATHING STRONG-WALL SB z F z a—t e SIMPSONSTRONG-WALLSB PERCALLOUT i ■ - DECKS ARE 15DX EXCEPT MASTER BEDROOM DECK Z CO 6861 TYVEK HOUSE WRAPi-z O i- PER CALLOUT .u T RpnTNe SIDING MATERIAL / BASEMENT 1 ,158 SQ.FT. o 2X6 WALL W O0m fi ! • F a o 1/2"SHEETROCK EXTRA RIM BLOCK • HGA10 z z Z " TTTT e RADIANT FLOOR HEATING HGA10 s } 1 1/2"GYPCRETE FORw a 0 ,7=�Fi�' Typical Detail rllh Strap a m n.: s - ° - PER CALLOUT rn 3 rN !Walled �, ANCHORBGLTS TOTAL LIVING AREA: 3,044 SQ.FT. �LL x '' -r,• •���dL'-:I -I�- f w 3/4"OSB SUBFLOOR II Min.*bar ` y r-' •'.q GOUGE RIM AS l C1 7HDJ ■ ,�'...a Innis 4'�e'r- tixr. FOR ANCHOR BOLT NECESSARY 7' ' eecOca View- r BTUD� �r BTUD� r STUD GARAGE 603 SQ.FT. OWNER APPROVAL 91em.a1l Fend 117 Section Yierr-Slemwalr Pour"'" Or 2,r 11 7/8"BCI FLOOR JOIST - ANCHOR BOLTS l+IdwaH Application End-pl-wall Appnca,mn d1/2'distance 2%'d,lifl- PER CALLOUT end dlsTanLe EXTRA RIM BLOCK STORAGE/UTILITY 105 SQ.FT. INITIAL: TYP.SHEARWALL TOP CONNECTION -FRAMING PERPENDICULAR PAGE #: ENTRY PORCH 123 SQ.FT. TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ D2 TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE TRUSS HEEL RAFTER OR JOIST NO SHEATHING SPLICE / Nw , SPLICED OR STOPS COVERED PORCH 157 SQ.FT. S 1 ROOF EDGE NAILING ROOF EDGE NAILING TRUSS OR RAFTER CON'T BLKG CONT.BLOCK!G a TRUSS BLr CK OR �OIST � o Ili OTHERF LHT = COVERED DECK 266 SQ.FT. RIM OR CON'T BLKG coN•T BLo K JolsT ORJRAFTER _ OR RAFTER o f I RIM O CON'T BLKG II PAGE: �� OPEN DECK 258 SQ.FT, ALT.,NO SHEATHING ® 1l - H2,5 OPTION 's--- H1ORH2.5OPTION TALL HEEL TRUSS � SHEATHING OR H2.5 OPTION OR SPLICED HERE H250PTION\ STOPS HERE SDWC15600 OPTION SHEATHING STOPSHERE OR 7 OR SPLICED HERE 17 o f 18 IF SHEATHING SPLICED OR STOPO00 SHEAR MASTER DECK 52 SQ.FT. SDwc15s0o OPTION TOP OF SHEAR WALL HERE,USE Hzs OR PER PLAN sowcl5sos sowctssoo OPTION TOP OF SHEAR WALL J;� i PER PLAN e. Structural Shear Wall Callouts —Copyright ConstructionCalc, Inc (CCI) DESIGNED BY: Typical Shear Wall CallowSymbol J. STERLING 1 p- F This symbol indicates a dedicated shear wall or panel, the type per callout below. DRAFTED BY: N Walls without this symbol, or labled"NS" are not dedicated shear walls-use code-standard construction. N 3.4 J. BASS Min- length of shear panel, ft. c If"ViT", construct entire Wall per this callout,with minimum individual panel lengths indicated on plan. co (6 Conc. 1/4" = 1' U.N.O. Sill Top of anchor 1- Capa- Stud Nail Edge plate & Block- wall to Top of MAX DATE o (- city, Nails Stud Stud Nominal mat'1 /Field Top studs ing at parallel wall to spc`g, 6-1 1-21 Z E wind/ or height, spac'g, stud (see spac'g @ Top plate w/ unsup- framing perpen- Bottom Mud sill w/4" IL Call- seis, Sheath- Sides of screws, max., max., size, std st'l Stud Plate, splice, edge ported or rim or dicular plate to anchor to min eh out Eh,plf ing,min. wall size ft. in. min. specs) spac'g,in. min. min. nail'g edges rim blk'g. framing. framing. concrete embed ?x4 or cant J! ' j- one, 6/6@24 sheathing Cont' bolt or I '' T' 6/12 16 10 4 larger Sawn Can't I 2PW ^� 7/16 either +blkg, or sheathing 5/8 Titen W per Arch 481' lap sheathing drjh 168/ OSB or side, H2.5, or or 16d tr HD w/ IPW 8d 2-2x w/ 10- 2x NA or A34 ar 72" 120 plywo- apply 15 16 2x6 Sawn 6/12 tr 16 16d LTP4 at SDATC- 6" or 3"wshr. - CD ad directly Tr 15600, 4-5" SDS Or ■ i ! 1 to studs 19 12 2x6 Sawn 6/12@12 36 max. @ 24" @ 12". MASA or 44) NO L. - or LVL rnav 11rid CAP Can't 6o sht'g or Ul 490/ 4/12@16 16d 3" T� i� ❑ A rr OW 2PW (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) I, (same) 42 350 or rr 12 or4.5 ID9 @SDS 6" m 2PW a I E:] 7 I Can't W Z ` c 630/ 3/12@16 sht'g or a - U— 3PW (same) (same) (same) (same) 16 (same) (same) (same) (same) (same) 2x (same) (same) (same) 32" 0 11 w Co 450 or @12 4.5TI SDS Z O 4" 0) I o U z U U -� H E Can 43 W 7\E— ICr.i___ i C LL E o U c PLAN AREAS ° �i - aD N MAIN FLOOR 1 ,886 SQ.FT. ,� c L - Q 0 BASEMENT 1 ,158 SQ.FT. (1)2 O Li V) 12) 1]) TOTAL LIVING AREA: 3,044 SQ.FT. m o > ' r � 0 Z � 0 N n GARAGE 603 SQ.FT. 0z E-1 J J CO Q ' m -f ll F m m . N Q c° STORAGE/UTILITY 105 SQ.FT. ENTRY PORCH 123 SQ.FT. W Q COVERED PORCH 157 SQ.FT. — 0 Z U) COVERED DECK 266 SQ.FT. — WLLJ OPEN DECK 258 SQ.FT. 4 Q LL O MASTER DECK 52 SQ.FT. z ' I H W Z HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP Z L.L Q W N— Model:HOU2-SOS2.5 -'I.- J W N IAnEhnrUiamoIor 44' v , / 1 U Tw Maximum Allowable LLJ ' Tension(lhs.) J► "a lee I �TLe'+-- U ♦ 1 OF1SP 11 �PFIHf !f V O O A I a '_ 3075 2215 , ,� t o c I N .• S, ea o ! 121 i L 0 1 CO HIM Installation I� L. 0 0 SHEARWALL TOP CONNECTIONS Q Et (HOti2 similar} -i" � , . _Y - e nU NOT TO SCALE! CL e_["mod U.6.Mulls 8.1}2,8g5 e =;� r'' o� c z TYP.SHEAR WALL TOP CONNECTION (1 •~; ••• ~ ti;,, :,.'..-.1. o E g (si) -FRAMING PARALLEL,RIM OR CON'T BLOCKING 2 7 z A s U STEMWRLI INSTALLATION ATgN -" Ill O Em.edmeei Oepth.le Eal ' - 2„i' ��� to U NO SHEATHING SPLICE SHEATHING SPLICE CO 5151 sea OF1SPSpeckas SPFnlF Specie* o Slrnng.Tin Anchor 2 ji 16 Anchor modal Canaan Cadillac r WO p a Tree m— 0 V TRUSS,RAFTER, Nurtlli e.mar leall�'dl' rake ii _ a o ca TRUSS,RAFTER, IJOIST,OR CON'T BLKG Ati.m. SET 9% 12 10 5 5 5 �, JOIST,OR CON'T BLKG LTP4 OPTION A34 OPTION Anranr AT 9% 12 10 5 9% IS r o c II L� -J z> IIIc a ALT. it SHEATHING a U MBc11aII;Iw!r THE 10 10 10 IS 1}1 10 NO SHEATHING SPLICEAnch a .S o❑o SPLICE HERE p - CEILING OR w O Cam-Place 385FQ4 18 18 f8 38 18 18 `o a� F it CEILING OTHER BLKG o U O Z oO w a Q Anchor S3181e 12% 12% 12% 12% 125f9 12% 9 II O TOP OF SHEAR WALL U fn U O 1.3re page a for ado anal petals laf I ils foundation tope. MSTC PER PLAN 1..� LkiLifig SWINI9U pIST.LLATIOH AmlI311epMOMS DETAILS a- Sicom•refarawremNN maws add FT hrhlMMrelnx-0mJ o d Z z 6O U K TYP.SHEARWALL BOTTOM CONNECTION 7 k Z$ o o (D3) ON FRAMED FLOOR UPPER LEVEL WALLS AND ROOF FRAMING Z oaY° • 2PW - ROOF DIAPHRAGM IS 11 RD, TYP. Ni5JI iI MOW �r a S tll¢ W Din EngetLy_s16 cm.. " . JOIST JOIST W/SHEATHING W w �- Aaahar: ° ` , IIM 11 -TRUSSES AND LAYOUT ARE OPA, TYP. oX=Za Mln Eepe - 111 W/SHEATHING SPLICE OVER RIM JOIST z w U L9 226 ICI=151' '-'Ill Q 3wr� aN MI5 ��'• s Nails are BOTTOM OF SHEAR WALL BorroMOF SHEAR WALL - INTERIOR BEARING WALLS ARE INDICATED WITH RED DASHED LINE O � o s- '.1 ' I. • - Min.rettaa nal required - I PER PLANI PER PLAN of a w Law -ram— ram- � �. } Hrt aen is�xl� Ne"" - EXTERIOR PONY WALLS AT ROOF POP-UPS ARE 1 PW, TYP. Z r2_=la I—r c C htiartia'M. ALT WALL STOPSORIS NAIL OR SDS PER TABLE ALT.NO SHEATHING = CODE MIN.NAILING - LEDGERS AT LOWER ROOF TO UPPER SHEAR WALL ARE 80L, TYP. Z ~� ii MA ' SPLICED HERE li SPLICED HERE ' w 3 a z z wanraH-SiemHanFnena,l6en �� — — — ...Z."...1 IS -ALL EXTERIOR WALLS ARE 1 PW EXCEPT AS NOTED Mgt and Lamer Appltratlalrs - z¢a U O f1 —1se'Min.end tlislance q II_� M g t �! ne,lin e a t o:3 t-O pwar _ W €ad-0k-WYIIA.rBRI — WlfAlp l '� a w NU''a]Q O O Mo.Edge(C)=1 ia' I N O z O 2 Doom. WALL,BEAM OR WALL,BEAM OR W w=3 rn r>: I 1 III I FOUNDATIONSe ! FOUNDATION Q Z Z 4a j az4' ji Ill 5' 17�� Y,�o zw ¢¢ and STRONG WALL SB ON UPPER z } $ Z LEVEL FRAMED FLOOR I I o 0 0 Plan End--Well Acal/all%retlnealmn snl0 rri a z z End-0l-Well kali6etl.n - -1 I I z ce O O O �Ivnn SIDE VIEW I FRONT VIEW I 04_ ! •a7/16OSBSHEATHING G-WALlilktimiSIMPSON STRONG-WALLSB STRONG-WALLS TYVEK HOUSE WRAPPERCATPER-WALL SB • MATERIAL2 X 6 WALL a 1/2"SHEETROCK I HGA10 W• .,7=�FiL' eo Typical Derail with Strap IEXTRA RIM BLOCK N .-N_I I- I !!� - ° installed firer SheiHllap 1 1/2"GYPCRETE FOR ANCHOR BOLTS ,, , II: -s - _ - RADIANT FLOOR HEATING�HGA10 PER CALLOUT x ! • �i -! a �. 3/4"OSB SUBFLOOR li .-a.. • " • Mln*bar 9 `l f5 •.: 9 GOUGE RIM AS S r 1 �( .. . .......1 2xle 1" I I I I 1 , I-I I I I I I I FOR ANCHOR BOLT a Ili.' OWNER APPROVAL smr.rl.w- f r �� STUD „r STUD- FSTUD Of 1N1 H0 tJ 3lemrall Ppandeuon section View-skmw.ls Foundation /L Or 2 11 7/8"BC!FLOOR JOIST ANCHOR BOLTS • MldwaH Appli6ali.n End-St-WIC Appncelmn Y2•Min. 2%h mill- PER CALLOUT end distance EXTRA RIM BLOCK t� ' INITIAL: TYP.SHEARWALL TOP CONNECTION -FRAMING PERPENDICULAR jr ;t, PAGE#: TOP OF SHEAR WALL @ TRUSS HEEL TOP OF SHEAR WALL @ A. L' • '` (D2) TRUSS OR RAFTER RAFTER OR JOIST NO SHEATHING SPLICE s TRUSS HEEL RAFTER OR JOIST '7 " CiPkk.n.'7(ItOrINTOCIY,• --•'• S2 NO SHEATHING SPLICE y SPLICED OR STOPS ROOF EDGE NAILING `' ROOF EDGE NAILING.00 / (WALL�•' TRUSS OR RAFTER / z w Ilil I CONT.BLOCK!G CON'T BLKG _ /� i a /' TRUSS BL.CK OR iii It RIM OR CON'T BLKG ' N O OTHER F L HT. ..=_.— — l" II LL CON'T BLO K JOIST fl1IPIPi# $a+31W 2�+-- PAGE: I JOIST g /II OR RAFTER III! ore �I'... _ RIM O CON'T BLKG II • �I IA p� s� H2.5 OPTION — — !S� ALT.,NO SHEATHING ,g' H2.5 OPTION H1 OR H2.5 OPTION TALL HEEL TRUSS I-�- SHEATHING OR " l 1' c �yLi SPLICED HERE �'W. H25OPTION STOPS HERE SHEATHING STOPS ' OR EA IJ*.L Sal S S 'lA 1 8 ORSDWC158000PTION OR SPLICED HERE O� 8 li IF SHEATHING H2.SO0 br,..JI SDWC15600 OPTION [ .--�l �IY SDWCi56000PTION WI TOP OF SHEAR WALL HERE,USE H2.5 OR ORIPER PLAN SDWCis800 SDWC15600 OPTION TOP OF SHEAR WALL lIi II FI PER PLAN I-' 1TEM.5 e•H LA .