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HomeMy WebLinkAbout7 Lauries Ln PLANSExisting / (49 82) ;atch Basin 4 EL = 50.14 Out EL = 48.5' f (50.22) Existing Y XO f Catcn Basin 1 TBM EL = 50.0 Inv Out EL = 48.2(Assumed) �Q (50 56� o, (50'96) FH ,°.411), Lot 19 z Q11 I Proposed I D/w 7,809± Sq. Ft I 1.3' 7' Garage (Slab) (49.9 Mop 69 r'• Parcel 159 ems.. Proposed 3 Bedroom TOF El = 52.0± Deck N. ems.. TP� O Mop 69 fl49.2) ST Parcel 161 5Q50.0 / RAreaVe\\DB \ 4N x SAS TP x x O x ' (48.9) /� x 2> V' ��x x x x •J o C3 FHEALTH 2022 (49 3 3 F= ¢.-e DEPT. =' Map 69 Parcel 154 �G�S TV: - NOTE: Z� LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. 49.9) V. (48.9) Map 69 Parcel 155 �10�kOf S. STEP 'EN cy� y B. m MOOPE"'+ lNo.39393 Map 69 Parcel 156 B 1.) Assessor's, Map 22 Parcel 279 2.) Bk 10568 Pg. 191 3.) Plan Book 25 Page 47 4.) This property is not in the Zone II Water Protection District 5.) This property is in Flood Zone X Firm Mop 25001 CO587J 7/16/14 Zone: RB-251I 25,000 Sq. Ft. 150' Frontage Setbacks Front 30' * (or 30% Depth of Lot) Side 15' * (or 6' to side line or 12' from any other building) Rear 20' Coverage Maximum- 25% Proposed 15.0% * Non —Conforming Lots Yzmouth Aen1th Drp2rt—mcmt. �I y CIS (li` 9 e.rr�s C �yrateZ] Proposed Site 7 Lauries Lane Prepared for: Lewis Bay Builders 11 Long Pond J r <Z ` ell- 0� o e Fay` e �G a � o �e5 J� so3 0 �o o �s o o- CIo o �ooa 0 o �ooa Locus .a South Yarmouth, MA SITE LOCUS NOT TO SCALE rrszit'_, Henl:b Deportment ZOVE :5VWA-0r.Z : 1 PdAW5 Date She r__ and Septic Plan South Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopeseptic@gmail.com 12/20/21 Sheet 1 of 2 By. MA Check: SM Dwg. #395 Rev. 12/30/21 JAN 0 3 2022 HEALTH DEPT. 2a GRAPHIC SCALE 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR t5.OQ0): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING, IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE- 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND 48.5t THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING Existin FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENI. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS THAN 1% OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. B.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL, 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 11) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER. 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 1&) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. RAISE MIN. 20" DIAMETER COVER RAISE MIN. 20" DIAMETER COVER EL=52.0t TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE 50.0t EL=49.2t I'lm�rrw_ , 47.75t/ 11 U � GAS 1,500 GALLON SEPTIC TANK i G.EOTEXTILE IC Existing _46.1 Ak 1-1/2" STONE See Note (Double wash) s • �7.. • (2) 500 GALLON H20 PRECAST Test Hole 1 (EL=49.2t) I t5 I HULL L_UU5 Depth Elev. Loyer Soil Ctass Soil Color 0"-11" 48.3 A Sandy Loam 10YR3/1 11 "-34" 46.4 B Loamy Sand 10YR5/4 34"-126" 38.7 C Medium Sand 10YR6/4 Test Hole 2 (EL=49.2t) Depth Elev. Layer Soil Class Soil Color 0"-10" 48.4 A Sandy Loam IOYR3/1 10"-32" 46.5 B Loamy Sand 1OYR5/4 32"-120" 39.2 C Medium Sand 10YR6/4 DATE OF TESTING: , 11/18/21 SOIL EVALUATOR: MARK POSELLI WITNESS: PHILIP RENAUD, YARMOUTH HEALTH AGENT PERCOLATION RATE: LESS THAN < 2 MIN/INCH PERC 0 56" (C Layer) NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED FLOW PROFILE NOT TO SCALE 43.7 CONCRETE LEACH CHAMBERS WITH 4' OF STONE ON ENDS AND 4' ON SIDES 5.0' LEACH CHAMBERS (END VIEW) EL=38,7 Bottom Test Hole SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW: THREE BEDROOM DWELLING 0 110 GPD/BEDROOM = 330 GPD (MINIMUM DESIGN REQUIRED 330 GPD) SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS WITH 4' STONE ON THE ENDS AND 4' STONE ON THE SIDES Vt = [(25.0 x 12.83) + 2(25.0 + 12.83) (2) x .74 = 349 GPD PROVIDED 349 GPD PROVIDED > 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK (PROPOSED) A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW 01 STEPHEN �y ,4 MOORE 0 No.39398 Ot,�v /3 6/7-/ Proposed Site and Septic Plan 7 Lauries Lane South Yarmouth, MA Prepared for: Lewis Bay Builders Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 all copesepticOgm oil, com Date: 12/20/21 Revised: December 30, 2021 Sheet 2 of 2 Project No. AC-395-2 Existing // (49g2) Catch Basin TBM EL = 50.14 Inv Out EL = 48.5t (50.22) Existing ,(49.9"5) Catch Basin i TBM EL = 50.0 , 50 Inv Out EL = 48.2 (Assumed) �(50 .2,j 's J� 1 %.1% (49.9 � xv- (50 56� 4 % 5h Proposed D/W o.7'-- I Imo' Proposed (50.96) (5 ) 3 Bedroom 1 s' TOF El = 52.0± ° Lot 19 0 �6d 7,809± Sq. Ft Garage (slab) Deck j © Q .0' p �,LO p TP� o. O o Ma 69 ) ST Parcel 161 5{�_ / \ Reserved DB z (S0A \Area " " xzzx SAS x x (j TP \ x p x .U0 x 0 x x (4&9) x x • x Q • x x z x�O 49.3) Map 69 Parcel 154 NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. 1.) Assessor's Map 22 Parcel 279 2.) Bk 10568 Pg. 191 3.) Plan Book 25 Page 47 4.) This property is not in the Zone 11 Water Protection District 5.) This property is in Flood Zone X Firm Map 25001 CO587J 7/16/14 Map 69 Zone: RB-25 Parcel 159 . 25,000 Sq. Ft. 150' Frontage Setbacks Front 30' * (or 30% Depth of Lot) Side 15' * (or 6' to side line or s. 12 from any other building) Rear 20' Map Coverage Parcel 6156 Maximum 25% Proposed 15.0% * Non —Conforming Lots Map 69 Parcel 155 0 MIS. STEPHENyG R Ma 'RE + No. s9s98 k ND SOW Proposed Site 7 Lauries Lane Prepared for: Lewis Bay Builders 1 1 Long Pond f J 4v o° e 0 Locu s South Yarmouth MA SITE LOCUS NOT TO SCALE and Septic Plan South Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771— 4200 al Icapesep ticogmail, com 12/20/21 Sheet 1 of 2 8y. MA Check: SM Dwg. #395 Rev. 12/30/21 20 GRAPHIC SCALE to 20 40 ( IN FEET ) 1 inch � 20 ft. 80 SPECIFICATIONS l) STRUCTURAL A) DESIGN LOADS 1) Floor 0 Ltv v Sloe = 40 pALf We i 1 o p.s f. dead 2) Floor 0 Sleeping Spam = 30 p.s f. kve 110 p.&f. dead 3) AMC Floor (11mited storage) z 20 P-s.f one 110 p.s f del 4) pocks x 40 p.s.f. We t 10 p.s f. dead. 5) Roof (ground snow load) = 25 p.s f. Nye 110 p s f. dead 0) DESIGN WIND SPED? =110 MPH C) SOIL BEARING CAPACITY = assimted to be n*&M m i.51onsl sq. IL 11) CONCRETE = 3000 p.s.L 28 clay strarqh 35W p s•l. @ garage A) WALL FOOTINGS : 24" X 12" thick cortdnuous erg @ 8° well a) COLd.1MN FooTwGs = 3cr, K 3(" X 12" w& Taootktg of fly c olurnns u n.o. - see plans C) WALLS = 8" Ihick T-4 518" above toting (ma)ftum of P4.r unbalanced Till) D) SLABS = 4" thick Q gwage(s) with 8x5W1.4x1 A welded wire mash on gravel fit 3112" thick C basemen with 6 mil. poly vaW bwW on 6" compacted to d gravel till 111) MIiGELLANEOUS METALS A) ANCHOR BOLTS = 3" diameter X 12" the rod with bent end 0 7-C O.C. B) JOIST HANGERS =starxiard 18 ~ meta C) HOLD DOWN CUM.. 1) Rafts = Sirrom Sfrong Tire M5A based an rat bob of 3360 per T 12 of WFCM 2) canter hold downs = gmpeon Strong Toe HDtZ4D82.5 wkh 6W die rSSTH24 toe on tOR a# 4,3W per Tam 10 & 11 of Wi'FCM; ShPW WON T•le HIXS-9DS2.5 at g0r8P Portal 3) Ridge straps x earl ties used in Neu of ridge strap par Section 5.2 Of WFCM 4) Load bearing wall connections = plywood shcsattring overlap used in Usu of straps, NO de121 meets 5) Raft to (0 aft po vh = Simpson Strong Tie H2.6A D) RE -BAR - min 40 ksi yield s ner i - size & spa" as theta by code E) COLUMN CAPS - Idy cakxnn W saddle cap by Sknpm or equal -- sm as rimed on dry F) BASE PLATES - A35 graft In" the plane sty, ohm as required M CARPENTRY z Ad fraittirtg Doter. unless attmr vi se noted, shell briar a grade stamp and mat or oweed the following' mktknam t kdr. ib =11ai1, p &LE=1,200,000 p.S.i.; Eng ed Wlaod kk* shd be TJ1110 series 89MMIadured by Wiepettiaetiser or e A) SILLS; =(bourn mernber piessum ftd4 8) FLOOR JOISTS =11 Tff deep, TJi 110 series, joists mad go 1r O.C. tmiess noted otherwise on the drawings C) CEILNG jOtM = 2XV8 MINIMUM Q 1(3" O.C. UNLESS NOTED OTHERWISE ON THE DRAWINGS D) RAFTERS = 2X10's Q 1(3* O.C. unless need otherwise on drawings E) STUDS - 2)ft i@ 15" O.C. NcL 3 or stud grade with r ohm and dabble plate F) T11ISCELLANEOUS BEAMS = as shown on drawings, LVL PSI. bears, Mlcr+o- .ant or Parallarn as rrnuftctured by Weyerhaeuser orb, conformer to w*q n immm sUength criteria: Fv =.826 p.s:t Fb = 2800 p &L, E = Z000,000 Psi G) PLYWlOt3DKM = composite ShIC611W panels 1) SuMwrs In 23W' APA rWad, T&G Studd-1 Floor @ 24" A C ; ire t v 2) Wait. Sttathing = 7/11r APA rated shea►tEtktg 24115, LVosure 1; plywood sheaftV be fastened to the frame to confirm wish the foltawbng nailing patterns+ a) Edge = 6d %steners.16 W G.C. TnInIrmill b) lr�t modiste supports = ed festeriers 12 " O.C. trilriirrtmert 3) Roof Sheaf =1� APA ram, T&G sheath`mg 241f5; �e 1 4) Und�yment =11t32 APA undedayroent group 1, gWsupe 1 under sheet ids V) INSULATION = All Insu100 shall conform► to the reclrimments of the 2D12 l Energy ConswWadon Code A) SILLS = 'I" X I "aft $9 saucier B) WALLS = R 21 hl4ensity MOOM inUMN C) BASEMENT CEILINGFLOORS (comer spwn) = RS0 tub-dens8y kWWw D) GARAGE CEILING = R-30 hindensity fbergimie Insulation, E) FLAT CEILINGS = R45 tom blown, ce0ulose, or ban iri* F) SLOPED CEILING = R-W tuft -1" rigid won and fig to capacity with cellulose or bait kofiallon G) VAPOR BARRIERS = 4 mL polyedrfiene sheet or ktogral with the kiss eon VI) MOISTURE PROTECTION A) DAMP -PROOFING = one -coat asphalts exomprtund bnOW on tun(latim waft to 8 point'r below fir&W ode 8) WATERPROOFING w exterior of all lou ndnion wall enclosing habitable spy ehd be vaWlxwfed with Dui Lock C) ROOFING = asphalt shihgles,15# fait base sliest cur equal as regt*W by code D) SAVE & VALLEY PROTECTION = single leyer of W width of ae toe and Water SW or equivaimt membrane at all eaves and Vale" E) FLASHING = alurnInum .olo" tikk, dude bronzekmne finish F) SEALANT = #3triy1 or scryk type VII) INTERIOR FINISH = 112'gypsum wall board, We Onus with MOW corner mcrrT oft UhI) SEPARATION WALLS A) UNIT t GARAGE = 5mr Type or wpst= wail board at required garage fire *.+ natation suftces EXCEREIFROM 2t 12 INTERNATIONAL EHER9X 9ONSER-ATH CODE zDOCUMEI4TATION (IECC Sections 10 3, 30 -3, 4a#.3r - The appropriarte covshiction dam and prevent nice, adwration must be provided, along with a perrnaners ftft certain insulation, window, and HVAC perfommm Informartion. AIR LEAKAGE (IECC Seen 4024): -'the biding eme4e is regc to be prupedy sealed to flout at infilkati0m Air Oghblew and insc on Installation 1110d be rnust be 01mmstrated eMm by testing or vlstial inspeeb nor. Rid lighting must also be sated to bt air Wftg& SYSTEMS (IECC Section 403 and IR+C Section mI401.3y - HVAC system inuut be pmp&* sized using a Mwed me like MCA Marwc J. TerrVerature embob rnuO be instaftd, Including ea pWrarnrmbla thernwatat where ne" ed. - Mechanical system piping must be Irked to a rr>eriimnum of R-3. Sp cifec mIulrements apply to elating hot water sysWm mechanical Ventilation, store► "OR rishoW and pools. - ducts must be tested for tioirtess, as mad in IECC Section 403.2.2, except when the air handdet' and all ducts are located within conditioned sue. - Supply demos in attics shag be seated and iced to a rnin%tr of R-8. AN tither duets shall be sealed and insulated to a riinimurn of Rfi. Duct or podiom dwwd lard ed completely ink the building thermal envekoae we eked front the insulation requlrem mt. Air ltwders, felt be , and bufieiing cavities hosed as ducts no* Ww be property sealed. LiGHTfNG +PECC Section 404.1.1): - A mintroum pf 75% of tamps in per'mneMly installed lea must be high et�i y . as defined in the IECC. BUILDING ENVELOPEDETAILS Requtred valuers Based on 2012 IECC for Cbvb Zone 5 ACTUAL REQUIRED U Factor ndersan Lour E t 0,28 0.36 Fltws, RVaiue R-4$ R-48 rdR�-\Mslue R2'1 R-20 rlue R-3t! R 30. Wall R-V a WA NO inecf it istatmeter H7-Vaitte and WA R-1 '-4" Ired at s on than '1 Z' beimn► Wood Frame C4lr>*ucfion Manual - Guide to Wood Construclion in High Wind Areas For One and Two Family Dwellings Compliance Review - V1iiith MassachueLft Amendments Guidelines - se MassaChtuel#s CtIeCktist for ComplISMS QW CMR R301.2.1.1 } 1.1 SCOPE-110 MPH 3 SEC GUST1EXPt3SURE B 4.2 .EXTERIOR WALLS CONTINUED ACTUAL REQUIRED Wig Shathing: 12 UTY ACTUAL REQUIRED Mmtmttttt Smug Dirrimisxon, Wi shoe 1q Number of Stories - (a roof which exams 8 in 12 slop shall be considered a story) 1 S 2 stcetes Nornhw of vast opening 56'-8" 7/IWWSP Roof Pita F' ms #9 ttiln f7ocof 2 S33'-4" Fob Ned 12" 1' ! : _._ Shear Connection no. of led ontrunan n 3-FEW3 Toot Burn 1iVldllt, - .:. 58ii'-b Hold prowwrt HQ�.S ' see irnn�s 4,3W lb. _. quiftLength, L -- 60'-0" Punt Full Height Sheathit Q exterior Waft no ex6el1w 2 sloty 'wad In W 78% # fug Building !Oct rak L1VY 3.Cf 1 min. 47% slider we# 43% 1 story) Norm h# of West n 4 _.. S 6'-8" 5% SM for wall wt ft >64r not re Mtr iirn Boring Dimension, L (Tape 11) .3 FRAMING CONNECTIONS un field Tabs 2 Noming Height of #west opening .-. ._.. _ �- Sheathi T 7116° WSP of Foundation F 2 R Field Nail f2" 12" dear of �n Tiro. of 1 r3d cmwen nab 4 ppr foot 4 toot '_2 ANCHORAGE TO FOUNDATION IREQUIRED Hold HDU5-SDS2.5) see mantubduraft specs 4,360 lb. ri Crxt"m aka 3; S 5l8" diameter SST824 wl HDU SDS2.S tiu' ` rxarnrs i J Perwnt Full Height Sheathes Q EftW Waft min. 55% @ Wit elevaiioa Guider gable above 60% ( b+e math 1 Tull story) up—h*ft sea marsActurm's U =157 pff Lateral as rnamdactiWs L =132 min. 59iron door wall 25' 1 sta r Shear see rrianubactuWs specs IS = 440.g 5% adidt for wall vW > 4r rtot ffAnchor l W Bolt ebtle 4 41" Wind Rated see rrtarrti�"8 cS 110 , . 8, 3 st Bolt Embeftat ' 5 in held i 7" rninimurn Way Size (F' re 5 3" X 3" X 1/4" thick 3" c 3" X 1t4" itt'cbc 5.1 ROOFA ACTUAL REQUIRED l Spatckig from of # 5) in fed 5" and 112" > ICIM m Roof F Mw*mm Roof Fmnft Member based on sd no.112 526'0 t 75% of 2t# pal LL caw I3A FLOORS ACTUAL_ REQUIRED Maxk'rtum Floor F Mernber §M 22—aff9k113-11" air TJl) MsAnurn CILR7f g?wdMrs 2'- Full LWV Well studs at Ilm Mntp Im # 2' trom +ear wall S none Maximum Pxw Joist Setbacks ( j��yrr�� `'S Wfal cur lrwall - no cat t - ~ShanqW no carvillrom Floor ' at Elct d or Web 9 in field Unsupported Wid ems, f�# fir T CNW!CM �p two bits, 4' O.o. rttaX Flcvr Sha4h` Thickness 1RC iFCt+A 123W Floor Sheartft Fastening (i'" 2) W wJg3ge1►.12" field 6" ec .12" field 4.1 WALLS ACTUAL REQUiREU Wz36 � ure 10}: Waft 0-0 s:1o'-i�" Noa­load�� Waft t?4'-0" Weill Stud 10 18' O.C. 524" o.C. Wall n22 Offeets LFLTIM 7 and 8 ncom 4.2 EXTERIOR WALLS - ACTUAL REQUIRED Wood Studs {Tattle as Loadbeadng 2X6 Wallas garb - RC301.3 en"ft t used S5'4?"(#2 or stu' d Waft) Nw4oadearing2)(6 Waft S 1g,±,. stud Gable End W d. Pr WSP Attic Fkmx Lap (rf used) verify in field kWt13 =15'-8" pond floor gable ; Qypnuti caft lemma wt2x4 cant lateral bracing @ 6 a c. or 1x3 Wiling Uft strips Q 1S" o.c. min W 2x4 blocking at V spacing in end joist or Iniss bays veri€lr in fist Z 0_9W = 474' @ second lthOr gable Dwble Lop Plate Splice Length (Fon 13 and Table 6) VwIfy in field 2'4Q" C <24' VA—M _ 4%0 0 24' to � 4a 60 0 4(Y to f �' Splice Connedon (no. of t6d common rats; T" 6) verify in field varies per w4wall length - see Tabs 8 Loadbeitring Wad Cons T 4 UpM (pr"aPr" conneckn) ' no cons used breed on U -- 248 lb. Q Pving, rn bedcrn 1dKUM0he"d *ff CtdR 1.Z.1.1 Lateral no. of 16d con"M naks) 2 sty 2 per stud Non4oadb wring Wall Connections able 8); UP" (ProPflelar11 clammed) -' rv, carrmftm needed 8 aftched per finlaw sdw&% in T" 2 U = 9S81b. Lateral to. of 16d cxorrxitext nos 2 sW 2 per sk d Wl (Tattle 9): Magcirrtistt tier 12'-0"(rton4oa� itlwown SIR Plate S ns 12'-T Full Susds at tract end of header no- of skis) in fiicd J3 Conneclioris at each end of haft or al UPM (pmMfty connectow, if a to emereoias used based on none 1 of Made. Ctme t$st for CcarOe ve (780 OAR SM.2.1.1) 1,247 lb. LaIral (Mrit coonnOWs; ff rued) ` 6% lb. x .+..��. x.• A"fE,1 �� ,- -.: � L.. � �. �.. y� _ :Tip � $ - ��f.ts:x�w'..'-,z�x:�_:?�.[ AWC 27-r spy (15% -16-91 Roof Ova ftp 19 #'" 2'-i}" or 113 raft MEra Truss, Moist, or Rafter Cor+t>edioris atWsh gpgne+ Tabby 12; H2.L4 amoral rrsx 9M - 31' - use 32' tabula !dw see melts es U = 336 Ib. sae manuafacturer's L =1761b Shy see manubuftrees spn S : 77 lb. ' Conetere, Toulon at a 13 conat ties in Beau of shape Gable Raks, Oulloolcer ftZi? in row leer e>f 2' or oiriia0lq@rl2 Oudooker Connections at 1lil ' Table 14 in frekf JU W see Table 14 Verity in field L = see Table 14 Roof §t9aft ATypeWSP, Rod Thickmm 1 k 3Ar WSP Rod EasLenN ffable 2) flewfrfiewecir, g" %W Now: 1. Matat e�trapsJbatd detw bt moires 5,11,#4,#7, eeid 16ai & # moot reafitired if Mess. Chew t for Corttpliance is. meet in its W&W, see Massae�tiuses� C� for Coe'- Cf�AR Rig1.2.1.#) ft� dheddist and notes. 2. Scan tube 4 tii3rrl Maas. Tar C mince wood patestsig placeritit and ria► spring, dose rrtorr� roadririe�es re�of Tables 'Ifg#1 ear � nos �, QA0CAD 19\J0$5\A5PEN r► - !Pit i ! l _ r FASTI NEW SCHEDULE MR St UC I LRA . MEMBERS NUU13ER AID YYPE OF ITEM OeSCROF OLHI ING MSS FASENER 4.k c SPACING ALA LOCATM ROOF 4-4k BDX (2-1/2' It 0.1 13"-) OR S 111 {ICI 1G B iWEIrN JOISTS OR R TO . iL�R PLATE 3-8d Ct 1Ol�i . 2-1 /2` X 0.131 ") OR 3-1 C1d Box J3" X 0A 28") OR TOE NAIL 3-3"X 0.131 NAILS - 4--ads 00X (2--1/2" X- 0.113') OR 2 #UAL JCU " TO TOP PATE 3-- 0 BOX (I 2� 0-12 It A131'"� {� 3-1 {?c1 1�X �3` X Q 9 T$� OR PER Jam. Tm W& - CEIUNG 401STS Nff A#TAMiED TO PARALLEL RAF, LAPS OWR 14-10d BOX (3" X 0.128-) OR PW'IT06 SEE SECT=S 12,:5.1: R1I1l2,3.2 AK1i TABLE 3-i5d CQIk4" �(3�--1�2� X 0_3#) OR = FACE NAIL. LE$t32-51(s - 4-a-X 0.131 m NA" 4` RM ,ia5'1 S I�tFvcwZ TO f?s� K 0�- +� TA A802-5t1(9) FACE R1L . 4 (sm Swnwa Ram3.1. RR *01AKE fw2A 1(9)1- 8 COLLAq TIE TO RmT , F! I . t 1--1/4 X 20 SAGE RI 4-10d BOX (3` X 0.128") OR 3-10d COWON (r X C- 141r) ORDACE - I_ ' TW TO RAFTS 4-3*C 0.131" HAMS ' 3- i Sid BOX #IAi! S 3--I 2?' X tIL135' 2 TO a � ON { , 8. RAFTER CR RWF TWSS TO PLATE 3--Igd COMIMN WAISr (3" X 01.14Bn - 4R 4-10dI fr x O I OR ' . t TOE WJL Off OPPOSITESIVE OF EACH +- -3'?C 0 31' NAILS RAFTER OR 'IR ` 4--16d (3-1/2" X #1.13'S") O�Ry ..; 3--10d COMMON (3- X €1.148-) . TOE KAIL 4-10d SOX 3' x 0.128") OR _ - 4-3 X 0.131 NARLS 7 ROWSAS TO RwF, VALLLY . OR Hp p RAFM;S OR RWF RAFWR TO UN1NN r ROW RW6 3-VW Box (3-1/2` x 0-1357) OR ') 2-116d001WW x 0.1 OR END Nam.. 3-10d aQX (3" X- 0.128') OR 3--30X 0,1310 NA&.S - _ WALL 16d *M" (3-1/2' X 0.16 24* 0.0 FACIE W& - 1T SM 3O STUD (WT AT BRACED WALL _ PAINIM) 10d WX (30 x 0.12n OR 1fr O.C. FA.M 3"x 0.1,37m ILLS STUD TO STUD AND ABUT11W STUDS AT WrER5ECnNG WALL # 5d BOX J3-1/2" X 0.13 -9) OR. 3OX 0.131 NAILS 12" O.C- FACE MAIL 9 C.OR (AT BRACED 'WALL PAWLS) - - 1/2 --�0.1 I6d COM i (3--1/2' 7C {i.� IV O.C. FACE NAIL 16d � (3--1 jI' x O-1 Ir O C, EACH EDGE 10 _ i i.T_.t " T4 2` / .. FAQ NAL A r O.C. EACH EDGE 18d SOX {3--1 12" C 0.235") FACENAIL __.. 5--8d BOX (2-1/2. X 0.113') OR 11 cvl lNuaus H €1` S> 4 8d Via, 1/2` X a 131 w) -OR TOE WdL - 4-10d. BOX (3 X 0.1240 16d OMMOni (3-1/2-,X 0.16:6 16" 4.C. €,+ate PM& 12 TOP PLATE TO mP MATE DOX (3" X 0.128*) OR #2" t1.C- FAME NAIL 3.X 0.131' NAILS 8-16d-COMMON (3-1 /27 k- OA 62`) OR MjBLE Top PLATE SPLICE FOR SDCs A-0. yi€I H 1IC 12-11;d BOX (3--1 /2' X M1351 OR FACE µAS,. EACH . SIDE; +xAL.I, LNE S IC < 2!5' 12-104 WX (:r X 0_12W) OR of Em 'o �(woiWm 13 12-3-X 0.131" � 24' LAP SPLICE LERM EACH OFL ? JO#t�i1' 13flU5LE TOP PL.;A1 E <� FOR SDCg Do.. q ' C ALA? 12-�/2" X. 0_ # 35") WALL UNE SPACING _ 16d CO ON (3-1/2" X 0-1627) 18" O.C. FACE NAIL. PLATI: To ,oiv, . Mm -Jow. WM JOST OR SLOCKM 1 fT (N AT WA, LL PAS) . 16d WX V::11/2` X D 13�5�} 1.2"' OZ Fly MAIL 3" X 0.131 NAAS 3-16d 13OX (3---1/2" x 0.1351 09 3 EA. IC 04 FAQ fib. goTtOM ATE to J 1', 9w MST, HAND JOW OIL BAC3tti+Ilx 2-16d C Mlu ON (3-1 2- X 0.162") OR 2 EA., 16'" O.C. FACE NAIL 16 (AT W CEC WALL. PANELS). 4--3"x 0,131 " NAILS - 4 EA. I r 0-C. FACE K. 3-. 166d BOX (3-1/2 X 0.1-351 Ofit OR TOE NAIL 4-10d BOX MOMMON x 0.12b*) OR 16 -TOP OF � 't -TO STUD 4�3"x 0.131 MAILS 3-16d -1 7t (3«-1 2" 13 5 ) OR 2-16d COMMON -1-Ir X D i ") OR ELF t1 . 3--10d BOX j3'" X 0.1281 OR . - 3_3ox 0.131 NAILS _ ..3-10d BOX (r X 0,12- 81 OR 17 TOP PLATES, LAn AT CORNED AND KMMMMM Z-1Ili, COUM N (3--1/2_" X 0.11521 OR FACE 0.1.31 M NNLS . . _.._ . 3-ad Box (2-1 f 2" x 0 1131 OR #8 1" 9RAm m H ww Pi.ATE 2-13d GOMMON (2-1/2" X C-1311 OR 2-10d Box ,� FACE NAL 2 Sums- w 3--Sd BOX (2-1 X 0.113") aR � 19 . *0' a�`HEATkING TO EACH SEAMNO 2-8i4 COMMON 2-1 /2' X 0.131') OR BOX (3 � 20') FACE NAIL r2-1 FOR pXy yDA SPAN, 1" CROt . 16 Gk IV Ow i CROW. yd- Sy 3..w COMMON2_-1 f2." X 1�_.131 OR _ 3--10d 90X (3' X 4.12W) OR 3 STAPLES, 1' CFbWN, 16 GA. 136"'LONG 20 1'4CS" AND WI11eATWIG TO Ir4W BEARD FACE NAIL WEER THAN 1'1CB' 4'-8d BOX (2--•1/2" X 0.1131 OR 3-8d COMMON - (2--1/2" X 0.-131-) OR BOX (30 X 0.12n OR 1_a D 21 MUM 1HE FO_LJ.-OW4G WnSCS MMMUM PERFORMANCE E STANDA130S FOR Wit= PROJECT AND W IM UPON 011021 SHW DRAB . ANY) .,L bE REWww. 111 TYPICAL ALTM%ATE STA> GAR1 (FM - REQ L A " TS NOT OTHEMSE 90CATED IN IHS SPEMCATION OR REIATM DRAVMGS�- - APPLICABLE j SUILMG CODE (INaijOING #NOUSTRY STANDARDS REFERENCED THERE. -IN) OR PRODUCT MA#' FACTURER S RECOMMENDED STANDARD.- Yh1Ia-IEVER 13 THE #+TORE STRINGMT FOR A PARTICULAR ITEM OR CONDITION. 1.2 FEMA 543 DEFMITION5, WINO IIME DEEMS REG MS VfflT ltd 1 MILE OF+ COASTAL MEAN HWH - WAIM UNE. LOCA110N WUN 1 MILE OF COAST& +1 NOR WATER UNE - PROVIDE IMPACT RESISTANT EX1EWM ` M6M AND D 2,C1 Pm L=SL ' 2.1 S7RUCTURAL SHEATHING: 2-1,1 FLOORS: 3/4" MIN, THICK. T & G. COX PLY, 2.1.2 EK7ER14R WALLS: 1/2¢ IA N, E PLYWOOD 2.1.3 Rom- Sle 14%. EX7E=R PLYWOOD 7-2 "INI5< E fOLL' JW 44G REPREWNTS STRM"tiJRAL QE*,I+f CHIERIA, NOT . FINISH SPMFtCA_no NS 2.2.1 FLOM FtNI.RiES AT ENIMS, 8A"OOMS AND KITS AS. ' AS & THN -SET CERAMIC TILE OVER 1 /2`° C t+iT FIBER IROARU UNDERL.AYMENT ZZ2 FLOOR ASHES °AT OTHER NABITAI ALAS: ASSUK 3/4:- HAROMW FLOORS. 2.2..3 WALL nN, ISHM- ASSWE CER iIC Tnf V97H 1/27 EVENT FM BOARD if ER AT TUD AND SFiG1E 1/2" � BWEBOARD AMP PLASlu ALL OTHER LCCA11ONS. 2,2,4 CEILING FI SHES. ASSUME 1/27 BLUEBOARD AND PL AST 2.2.5 ROOF I S. ASWW 14EAAVY f UTY. ARCHIIECTURAL QJW ASPHALT SHINGLES. 2.3 MATtDt1M LOADOI* 1a P,S.F< 4.1 FLOOR/CEIUNG AS%UXIES ( DING SUP ORTINC BEAMS) WNDOWS AND DOORS ­: ASSUMEE NNUNG TADS AT JAMSS AND FPS, MT# i MANEAF RI` _WAD CLEARWM OF APPROMMATELt 1/2") � 41.1 tlVE LOAD DEFLECTS €, f48Q UP TO 1/r M A)L ' 4.1.2 TOTAL LOAD DEFLEC M: 40 UP 3,/4" MAX. ' S.tI gAt.S t , 5.1 FRAMW IDIMEH" LUG LOAD 8EAMG WADOW LUMBER FOR JOISTS. STUDS, PLAim LEA s. HEADU4% i JNdS AM GWX01S ETC- -SHALL COWTO. 2U15 MC. AND TO OTiU APP€!CAME STANDARDS OR OWNG RULES A140 #AL-L } t"TWIEO BY A GRADE MARK OR CERIIFICAT'E. OF INSPEC110N FSSUFD BY AN APPROVED AGENCY: I THE GRADE MARK .OR CERTTFLCATE SHALL PRQMCE ADEQUATE tNFC MAT'ION TO DETERMINE fb, THE. ALL-OWAEU STRESS IN SEWFN% AND E. THE 'MODULUS OF ELASTtCIT`I+, W.1 X.11 NABLE JOIST SPANS: 7W CMAR SPAM OF FLOOR .tJftrS SMAt.t. NOT EX=D 1W VALUES SET AWTH (N TABLES 2015 RC RSM3.1(1). & - - 5.1,2 ALLOWABLE SPANSc THE UNSIJPP�iRT� �A1� FOR o JOISTS SHALL NOT EXCEED THE VALUES SET F OR7H IN TABLES 2€}15 $tC R1J04.3.i(1), R804.3.1( - R84 - U1(a RL •.S.1(4� R .3.1(5). RW4�_3.j ft + .. i R1504.3.1 ii THE SPANS FOR RAF-ERS miAL L -NOT CXCi� THE VAL3JES SCT FORM IN TABLES 2009.I R802.31(6), R802.11(7), Razm(a)_ 5-1.3 PLYWOOD SHF-A71i MD WOW STRUCTURAL PANELS USED FOR STMCTURAL PURPOSES S14AL.L CONFOFOl TO 2015 ' IRC TASLE R'o2.3(3) A# PANELS SHALL BE 09#WLW BY A GRAM UARK OR CEIU*VATE OF >#+FSPEC�I+I ISSUED BY AN APPROVW AGENCY. 5.1 "30 %MtE LISM AS SUSfLOORING OR Ct7#t#I3 NA'TM SJSFLOOR !.. I. NDERLAYMENT. WOOD STRUCTURAL PANELS SHALL. BE OF ONE OF WADES - SPECC3fI M 1N 2009 IRS TAMI R5W.2.1(T). i!w!•IM' SoNM PLy*oo() IS USED Ar Obi OWMA" SUi#!.00R UNQ€34-AYWNT, THE GRADE91ALLIBE AS ipEcnM 1M 2C3Q�9 SRC TAB R50j.2.1(2). 5.2. ENMNEERED WOOL ALL -L3EAMS. HEADERS AND CIFDERS SPECIFIED ON THE. PLATS; A�.'LVL BEAMS, S, -OR COMPOSITE (BUILT-UP) LVL SEAMS, SHALL BE AS MAN FACT'VRED.8Y T S � .,. .JOIST MACMIL.L. AN OR APPROVED EQUAL,. ALL SPAN& LOAD--CAPACI.TIESSEARING COMIMS AND FASTEIFE+i+G SCHEM..ES MALL BE AS REQULTED 8y 11� ALA1'MUFACTUttEit - PROVIDE CONTIUOUS LOAD PATH 13ETWEEN FOOTINGS, CATION WAL j_S_ _ FLOORS. STUDS AND ROOF FRAMMG. +6:1 FRAMING SYSTEM: WES nM PtATFt B_2 WOC>1;? POSTS MQ JAI S SWPORMNG VOM FRAWJW 6.21. W!'#I.1 N 2 -X 4_-WAL1 FRA1 WG; 4 X 4- Ill l5,ZR2 W1T4L#I 2 X 6 WAI L FRAiNG; 4 3( i,. C2 6 x 5 �R PIANS =' 6.2.3 ALL WOW f>OSTS MALL BE CONNECTED .1D THE � AMINO AT`�Top - f` NOT VATH METAL. POST CAP A.C. OR A.C.E. BY SIMPSON, 1. AL,L. NAILS ARE SMOOTH -•-COMMON, BOX OR AIMED SHANKS EXCEPT WHERE f7 M SE STATED. 8.3 �S (BASEMENT OR I~XTERlf3�i-LOCATIONS):�3 1,�2" LAL,L..Y C�U.UMNS 2 ' FOR AEI RMAT I AN FOQTWnES RaVW4CE 201-5 LF1C TABLE RBt32.3(1) _. �8+ 3.i LEASE 1�ATESc�+ 'S N€ £i.Q $�EyARIL�#C� 1�L.[A� W�1) 'TO C"N_ S7t.3 2 CAPS (CM"TOG � 10 FRAIWW)c SPR1F!� aIEL,L1 BEARINIG PE.ATES OR S UnM -LC. TYPE COLUMN CAPS - 6.4 ANCHORS. CONWCTIORS AND- HANGERS RESIDBOIAL L3tTIi-i?ItriG DESrsN CAUM NOTES: 6.4.1 SIZE CONFIGURATION, LOCATION AND 4UMMTIES TO MEET v4NI), WERNAMNAL EARTHQUAKE AND GRAVITY L.OAL35_ RESIDENTIAL COM 2015 AND 7130 Chi MkSSACKUSEl t STATE CiUI .DM CODE AMENDMENTS TO THE NYMATlt i, RESMuffIAL (XIFTE :2D15 9#h LE11[Tiali (ONEAND 1IlEl+p FAl LY DWEjjNM) 6-4.2 JMST HAI S: TOP FLANGE TYPE (UPLESS NOT FEA38LE) SHALL LLB NK31iE. -USED AT AL.L;. t MMTIONS, AS REQUIRED. HAS SMALL IE .,18 VAIN , ALL HOi.ES FILLED WITH FEQUIREG FASTENERS TQ► Pf0M A CONTVWOM LOAD PATH, E #�1rIE L+L 14F ALL, FRi4irf �EN3S 15 CR LtCAt 6.5 WALL, F1AM - ALL l�MOR WAMS SHALL BE 2x4 OR 2x$ (Atj LNITICAA,TE TO A NE HU3 DM. A L.Wb PATHi OF WTERCDIVNE= FROJAM . Eta FROM FOOTINGS AND ON PLANS) JfiFd�l'nOM. WALLS TO FLOM. WALLS.'AND ROOF IFRAMINC; STALL QE PROVIDED. 6.5.1 EX.TERIaR WAU SFIEATHIAIG SHALL BE FAMNE1J WITH (Sm sclUi stc MTAIL.S) IN si+WRIOR SUPPORTS, UNLBS 07HER W MOTEO CW RAW (U.0 N.) - AK 2 #JVTERtaR ' FASWER SCHEDULE FOR MUCTUPA#. r1 NUMMR #00"n?EOF � aF mmm Eum]"s FASTEI" abc 4-•-8d BOX (2-1/2X 0.113'") -aft 21 JOIST Tt? SN.tK PLATE OR CAR 3*8c1 COMM�L ( 1f2" X 0,1317) OLR 3-10d Box- 37 x C).1no OR TflE I 3-3'X 0.131 NALLS • 8d EK)X (Z 1/2:•` X tL##3"} _ e a . MN . WM JOW OR &MC04 TO SILL OR Top RR"1E 4F Afi�D) s� � (2-1/Z" X {i,131') OR[t 10d BDX j3" X 0A 28') -OR 6" D.C, TOE 3"X 0.131 WAILS 3-$d WX (2-1 2' X (LII 'I OR 23 INS* WOFLOM M LUS V EAChM JOLT 2-410 COMM(M (2--1/2" X IL131'j OR 3-10d BOX (r X M12Lo OR FAQ NW 2 STAPLES. 1; C3OW1. _16 Gk 1W LONG 2'4 2' SWFLOM TO JOM OR GUM 3-16d BOX (3-1X 0-1351 OR 2-115d. �N �1/2" X 0.152') BLIND AND FACE HALL 2 2" PLANS (I UWK do BEAM -- f#.€ M a L2 ') 3-16d SOX (3-1/2- X 0.135") OR At 154CH 1 4MNg..- - 2-16d COMM 11;r X 00620"j FACE # L . 3,16d COWAN (3-1/r X OLM7 aR 25. 8*6 OR RILE .�T To 4--1tT�t BOSS 3` x 0.12n OR j 4.-3"X 0.131 ,S . END I01L 4-3-X14OA STAPLES, TU CIRiW T.AC • { A AS 20d Cp t (r X, 0_19n 4R ' FOLIJDW& 32 13.C. ATTOP AND ROTM AND 27 E .T«-m ORS AND BENWS, 2-INCH 1 JUM 1A 10d BOX (3" X 0121r) OR t.3NA. 24" O.M_ FACE WAG. AT Im AM � .- ON OPPSTAGGERED 75 Sm ALA: - 2--4M 00011M . (4" X 0_1 . fwxaLI. AT L 3---10d tI1rix fl" x OJ261 OR pro Ar. 3--3-x 0.131 NAGS 4.16d BOX (3-1/27 2" X €L 135-) OR 28 L1 MER SUW, SUPP� JQM OR RAFT - 3-R 18d COMMON 3-1X R b OORR+AF' 4-10� BOX {3" X Q,1M � OR ATH JOIST , FACE NAL 44 3' X 0.131" MARS S .29 WADGM To, Jomv 2-1W (3. X 0-12VO Fm. -16E WALL FASTENER SCHEOUi:E F(A M)C'I URAL MEMOMS --- CONTINUED M ATOML„S DIESaW M OF-FAgnENrR {uppoFr m WOOD STRUC'tU1 .- PANELS, SUBFLOOR. ROOF AND JNTERIO WALL SHEATHING TO FRAMING AND PARTICt,EB� WALL SHEATHNG TO FPAMING (aee TABLE RWZ.3(3) FOR WCMI ST'RUC11M At PANEL ECIEROR WALL SWATHM TO YiIEI.L. fiRA"G) 30 3/1 -i I:r w comwm (27 x 0.1 In no& (S1l Lt1CIFi. j 8D C010JO f v (2--1/2` x 0.1311') waa. ( $ 12 SO i MOR (2-1/2' X 0.131m) 6 0D cowAm (3- x 0.14fo MAIL OR J T 80 1/2" X0.1310) Dom. NAIL 6 12 OTHER WALL SIF.AI ING 0 33 1 ' STAUGRRAL CIEUCIIJOSIC - 1/2" GKWMM ROMW IMM. 7/16` WEAD [fit. , OR I.- SHEATHM CROWN STAPLE. 1Wok. 4-1/4" LONG _ 34 202" SL1tUCi1 . ca"Ame 1-3/4" G� � .. '7/160 CROWN tit 1" F SI�EA +IG GROM STAPLE 3 16GA.,- 1 •-1, f 4!- UM - � 35 s d 1-1 /2" ` MZE D RODFMC MAIL;. STAPLE G hL�t 1 �r SI�ATNMI6 1--1 /2' LONG; 1-1/4"' S " ' , TYPE W OR S .7 7 j �+�, LiM E d i1}�"�3,,+1e idrS,FtF71�%y+rTi,D } , STAPLG. y&i� 1�'.5„ [i f 7 •� . yl��i%Li7�-lyrs�{t� �y . l VM + G171'�i Low.. 1 -tie.7'�+.�L'A , - aoE 7I - oR rJ' - I j VYIIOD STRLICILWAL PA3NLI-S. COMOMTKM SUGFL" UNDM AYE TO FRAI<iiM _ 37 3/4"' AM LIESS G.D DWORME0 W .X 0A20 IPA OR 8D COMMON (2-1/2' X 0.131') NAIL 6 - .12 38 " w 80 [SON (2-� 1 jer X 0.131 ") ML OR 7 3 -! .8A DEFOfWED. {2--1/2" X 0.120-) NAIi. S 12 39 1-,I/w r- ,I •.-1 / l oo commoi .(3" x 0.14n W& (]R 5D 08MRWED (2- i /r x I.120-) NNL 12 S L<UL WJm,LS I #AL.#. 2 x # A) O C. WIi•F #B" +G"� L'R BLi�C# M AT MID NIGHT FOR i ALIS -€#VER 9 IMT I -L, ti METAL . � `. ABC x BRA (SI� SUMO TIE �E WS) U.0 t 7743r, 6-6 FLOOR AND COL NG FRAMING (UNLESS 1+I0TED 0114Ei VASE ON ATTA0iED DRAVANGS): DIME14SION LUMBER. RUUGR I W €'Rw9VIDE. DwaLE JoisTS ATti ALL BEARING PA 31t)t+1S A AT ALL . 6-6.2 VME S SLO G BEAN J[ TS AT' BEARM'-W` �• RiJNNLL#G I�Ii;2'iL.AR TO -WALL. AND BETV I JOISTS TD FATTIER SME O W(EWAYN ` RUNNING PARAU.EL TO FRAWNG. ART1111ONS � >� 8.6.3 PR l4tCfE SL1 ? L3R#t71 t+LiG AT B Fi NAX. O.C. i 6.6.4 PLYW M SL�L. B FLOOR SHALE GLUED AND NAILED VATH iG� OsC;. T{7 INTERMEMATE S'UPPQR7S AN€� 8D NAILS AT 6' tLC. � H�LS AT SUPPORTS. - DAMN -EDGE- - : 6.7 RAI=MRS (L7NUSS ?a" O RIBSE ON ATTACHED ORAWNGS ; i t z 44 I 0 tmrrESERVICES 774M.5726 ViRU(T, ;VA� DEVLJN DESICA b 94- 0 71-4- 14, WPM- to- r^or. A 7, d" :L AL ARCIMCTUPM, SERVICES 774327.5726 t4 Ir �u BRu(m wAYNB DEVLJN DESIGN r al t vq a -ssw t-wl !u i f# ca y < 4 -TP� cif '�,t3 .✓ 't 7 ,14 327.5726 40 BRACE j v. DESIGN - _F...__-f.-`� Tj F W W I` I 1 1 i z1v- ICS I i 1 3 _K ' - st` . _ - hIm L f Vu t-ULT, 4jL, -- 1\,\�- t ✓V 1 h�° - i _ A CERTIFIED AS BUILT IS REQUIRED 0 BEFORE FINAL INSPECTION ,r I i ECTUR-%L SERVICES 77.e=7.57 6 .w rr_ti Ir BRUCE WAY DESI r L� r /� , `'`�---• -- Ath c I{I v4c i r all— f 5T - his y 4t E f - --------- i i 1 t,ii.. V _t `tom: 0 tJ !� f t 10 -AT—.A 0 , o i a° a co IMIM s }; r S A -� •-�- ;-r-�:.�....-. Av ...�...a-=._.�.. .�.,,� _ �.,�.�-.•�r.�-` M� �' Tit k. '"�,;�C,�..L _�'� � =� " _ 24 tj-• f 0 u DEC 2 0 2021 C HEALTH DEPT. Yarmouth Health Department PROV L'. zoo? Name Date ARCHITECI' MAL SERVICES 777.57xs sR15C.Z WAYNE DEVLIN DESIGN I jr �, # kYMM �.F-i�'tp-. w.�•.+�sw���..-., -T -�._ �..:.-'-_-_. ewaa-r--•-_.a-._..�t--._.�-�—�.�a.�--w..��-.ss...4.a... u I �g t 1 `E F ti,j 1 .E �Y i IF . f sip XX r K4 .: u LJ 1 Yarmouth Health Department APPROVED Name Date. ARCUM 5726 NICKS 714r2 fob' { BR CE � �LY�E I3 i)E�S�GN