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HomeMy WebLinkAboutBLD-18-000930SUMMARY OF CONSTRUCTION REQUIREMENTS 5TANPAPP TAMING CONNFCT10N F�QUIC;FM�NTS ; FOLLOW FFQUIp1 W%f5 OF TmlF 2 FWM WFCM MANUAI:, FLOOD CON51FUCT10N FFQUII FW%f5 ; 1`I1?5f TWO J015f PAY5 OF TNF FL00F FFAMIN6 FPOM SACH GABLE FNP TO 13F l3LOCKFP WITH TJI.13LQCKING Of 2x LU MF 4 -ft ON C�NT�P FOP THF LENGTH OF THF J015f, 5HFATHINCA TO P3 NAILER IN ACCOPPANCF WITH TA6LF 2 (8d N&5, 6" 5PACIN6 AT.1HF FP6F5 ANP 12" 5PACIN6 INI FXTFFIOp WALL PFQUIF,�WNT5 ; AU. FXf�FIOP WA15TUP5 T013F 2x6 AT`16" ON CENTER, THS POUPLF TOP PLATF5 ON TNF FXTFPIOp w&L5 f0 HAVE A MAXIMUM 5PLICF LENGTH OF 2 FFI�f ANI? 5PLICF5 TO PF NAILER WITH 6-I6d N&5 IN ACCOFPANC� WITH fVLF 6 IN TNF WFCM I10/ P C300KI T, P00F FFAMING k?'QUIFWM 1\15! PAFTFF COftClION f011-, TOP PLAS C1U1 5 51MF50N 1-12,5A HUpFICANF CL:IP5 WITH 2X PLOCKING 13FW_% J015T PAY5 fOF NA!LFP TO. fHF MSF, ANP :TOP P? ATF WITH -7-I Od N&5 PFP PAY, 1F 6L00KING 15 NOT PF5IPFP, 51MP50N H-IOA OF H -14A HUPI ICANF CLIPS CAN P3 50511IMP ANP I1\15TALLFP ON FVWY PAFTFF WITHOUT 6LOCKIN6, Al CIP5 TO 13E IN5TAU IN ACCOFPANCF WITH 51MP50N pFQUIFFM%T5, G COLI AF, T1F5 APF P.FQUIP.FP IN THF UPPFP THIFP 0. 1HF P00F PAF S ANP AF. TO T3 NAII.Fn WITH C 5) IOd N&5 PFF 5112 :OF U5F 51MP50N L5fA 18 5T,AP5 From PA -Sp f0 PANED OVFF THF Wa POAPP, FOOF 5H�ATHI%A TO [3F NAILFP USING 8d OF, FQUIVAL�Nf NAILS 6 ON CMI? Af THS �196F5, 6" ON CENTER 1N THF FIFLP, THF FIP5f TWO PAY5 13FTM% FAFT�F5 APF PFQUIITP TO 6� P0CKF19 4 FFFf ON C%T�F Af ALL GABLE %P5 FFF THF WFCM, �IMIfA110N5 ANP CONTPACTOF FFSfONSIf31L111F5 ; THF CONTPACfOF MU5T AFFr TO THE 1'ML,1. 5 ANP FIGUI S WITHIN THF WFCM 110 MPH FXPOVp P POOKLFf FOP LLU5TFA110N5 ANF P.FQUIPPM�N1 S 1215CU55W WITHIN TH15 5UMMAFY ALL. COftC110N5 ANP NAILING MU5f WPf THF HMIN ANP A5 ILLU51PASP IN TIf 1300KLFf IN 0292 p TO PF IN COMPI 1ANa WITH 11E PULPING COPS, Tlf CONTFACTOF 15 FF5PON516LF TO %%FI ALL. CONN�CT10N5, NAILING ANP ANCHOR f30Lf5 AIZ� V15113LE f0 THF IN5rPCTOp Af 1HF 11W OF THF FRAMING IN5PFC110N/ FOUNPAT10N IN5PFCT101\1,1HF -CONTPACf0P, MU5f-F,FF.MNCF THF 51MF50N 5fpON6 11F C-2014 _ CATALOG FOP ALL. 5TP.AP, HANGAP, ANP T1F IN5f&L AT10N IZFQU1FFM%f5 ANP LIMITA110N5, TH15 POCUM%f ANP TNF AfTACHM%f5 A5 WELL A5 A COPY OF-fH. WFCM POOKLFf MU5f ACCOMPANY ALL 5Ff5 OF PLAN5 5UPMIftP TO THF PUI.PING`PFPArZrWNf ANP 155UFP TO THF CONTIZACTOp/ 5000NTF,ACTOPS UNLF55 THF PLAN5 AF. UPPATFP WITH NOTF5 ANP PEf&5 THAT PFFLFCf THF, F? QUIPFWNf5 5TATW IN TH15 POCUMFNf ANP AffACHMFNf5, AWC Guide to Wood Construction in High Wind Areas- 0 g . 11 mph end Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) i 6 I%2" PLYW00P NAILED WITH 8d COMMON a 6ALVANIZEP DOX NAIL5 AT I,I 5COPE PLYWOO N&1 12 WITH 8d COMMON OP GALVAN W PDX NAIL5 AT LOAPP3 ARING WALL CONNECTIONS 3 PLYWOOD NAILER WITH Bd COMMON a GALVANIZER 13OXNAIL5 AT WNP 5f SEP{ 5.5EC, a6f) 110 _MPH X LATERAL (# 16J COMMON NAIL5) 2 X WIND EXPOSURE CA1E6OC?1' 6 X NON-LOAMAPING WALL CONNECTIONS NAIL5SPACPP 3" ON aMP, 5TA60PEP AT THE fOF ANP BOTTOM OF EACH POW0019 5HEET PEP FIGURE 4 IN THE CHECKLI517, SOLE LASP,& (# 16J COMMON NAIL5) 2 X 1,2 . APPL1CAP LhY 612 (3) -116d COMMON NAILS PER 16" LOAP MAPING WALL OPNINGS 3 4 -16d COMMON NAIL " O S PER 16 12 NUMLtE OF 5TOPIE5 I_%00C 5 <_ 2 %002 5 X HPAPEI; 5PAN5 !L f� 0 In, S II -R X k0oF PITCH " 6,12 512;12 X 5ILL PLATE 5PAN5 5 R 0 In, 511 -ft X Mr,AN r OOF H�ICAHf 10 ft 5!551 X FULL HEIGHT 5W5. 3 X PUIL191% WIDTH, W 10 R 5 80' X NON -LOAF 6EAPING WALL OPENINGS NAL5 AT 4" O,C, 5fA66EITP FOR FI5T FLOOR 51­EAWALL5, 13UIL19IN6 LENGTH, L 10 R 5 80' X 5PAN5 O R. 0 in. 512-8 X PUILPING A519ECf PAi10 C LL W) LI 55:I X 51V, PLATE 5PAN5 0 R 0 In, 512 -ft X NOMINAL HSI6K OF TALL�5f OFFNING 6'8" 5 6'8„ X FULL.. If IGHf 5TUP5 (NO. 0r 5TUI75) O X EXTERIOR WALL SHEATHING TO I;E515f UPLIFT ANP 51fAP 51MYTANEOU5LY 0 Ft?AMING CONNECTIONS MINIMUM PUILPING PIMEN51ON (W) GENEM COMPLIANCE WITH FPAMIN6 CONNECT10N5 X , DIGHT OF TALLE5f OPENING 6'8" 5 6'8" X NO. 5I-fATHIN6 TM W5r X 2,1 FOUN12AIlON EDGE NAIL SPACING 6 X FOUNPA110N WALL5 MEET SQ, OF 280 CMP 5404,1-CONCIPM X ffLP NAIL 5PACIN6 12 In. X 51 -FM CONNPCTION C# 16d/ ft) 5 X 2,2 ANCHOM? TO FOUNPATION1;5 P�I;C�Nf FULL-I�IGH1" 51FATHIN6 100 % X 518" ANCNOt 0301 f5 IM6EPPEP Ot 5/ 8" PC;OPf;IETAfY -57 POI; OPENING5 > 6'8" X MECHANICAL AMH05 A5 AN ALTERNATIVE IN CONCMT ONLY MAXIMUM DUILPING PIMEN51ON (L) HEIGHT OF f&LE5f OPENING 6'8" 5 6'8" X POLf 5PACIN6 - 6EN & 0 in, ac, NA SHEATHING TYPE W5P X T3GLT SPACING FROM NPL JOINT OF PLATT 9 in":5 6" -12" NA PPGE NAIL 5PACIN6 6 In. X BOLT PM3EPM%f - CONCMS -7 in, z T' NA FIFL P NAIL. 5PACIN6 12 in, X PLA:rE IALq[P <F16 5) Z 5"X 5" X �" NA 5H,AP. CONNECTION C # I(9dlR) 5 X . PEPCENTFULL-HNaf"5[fATHING 25 % X 3,1:FLOOPS -5/ PR OPENING5 > 6'8" X FL00IZ FRAMING MEMT3EP 5PAN5 C[fMI2 X WALL CLAPPING 5 5 - MAXIMUM FLOOt; OPENING P IMFN ION 0 ft IZ ft X PATER FOP WIND SPEER? X FULL H%iHf WALL 5TUP5 AT FLOOR OPENINGS PPA APA PORTAL WALL5 ANLL R WIND PE516N 5HEAPWAI.L5 U5EP NO LE55 THAN 2' FROM EXTERIOR WALL X MAX, FLOOR J015f 5ETPACK5 5UPPORI1N6 5,1 ROOFS LOA17 BEARING OR 5HEAf? WALLS N/A R 5 d N/ A ROOF FI;AMIN6 MEMBER 5PAN5 CH�CKEP? X MAX, CANTILEVERED: J0155 5UPPOf;11NG ROOF OVERN.ANG I R5 5MALLER OF 2-f� OR L/ 5 X LOAF 6EAPIN6 OR SHEAR WALL5 N/ A R:5 d N/ A 1'PU55 OP RAFTER CONNECT10N5 ATLOAI7 BEANO WL5 FLOOD BRACING AT ENPWALLS X FROPRIETAPI' CONNECTORS FLOOR SHEATHING TYPE X UPLIFT U- 170 Hf X FLOOI; 5IfATHI.N6 THICKNF55 3/ 4 fin, X LATERAL6 f L IZ pl X FLOOR 5HEATHING FA5TENING SLAP 5- 77 Hf X 8-d NAIL5 Af 6 In, EDGE / 12 In, FIELD - X 0126E 5T 51 t IF COLLAR T1F5 NOT USED) T- 105 If p X GABLE RAKE OUTLOMK I ft 5 5MALLER OF 2 -ft OR L/ 2 X 4,1 _ WL5 TPU55 OR RAFTER CONNECTION5 AT NON-LOAPI3EARIN6 WALL5 WALL &GNf FROPRIET ARY coNNEcfoRs LOAPP3 911\16 WLLS 8 R 510' X UPLIFT N/A NON=LOAPPEAFING WA15 8 f� 5 20' X LATERAM # 16d COMMON NAI1.5) _ N/A WALL 5tI2 5PACIN6 16 in. 5 24" ox. X ROOF5I­fATI1NI6 TYfB W5P X WALL 5TORY 01`1`5ET5 N/A ft 5J . N/A ROOF 51-CATHIN6 THICKW55 2/ 16 In, z -7/ 16" W5P X ROOF 5H�ATHIN6 FA5T%IN6 8d 6/ 6 X 4,2 EXTEFIOR WALL53 NOTES WOOF STUDS, 1,145 CI-E9,LI5f 5HALL 13F MPf IN IT5 �NTTZ�Y TO COMPLY WITH TIf IZE-QUIITMFNT5 OF LOAPI3FARIN6 W15 2x 6 - 8 ft 0 in. X 280 CMP 5301.2111TEM I IF T>f CFEM5f15 MEf IN IT5 ENfl!T Y THEN THE FOLLOWING NON-MARIN6 WALL5 2x 6 - 8 ft 0 in, - - X MFfAL STT;APS ANP NOLP P0WN5 AF_r- N01" ITC1UIP.PP PFP TIS WFCM I IO MPH GUIPF; GAT F ENP WALL 13RACIN6 a, 5SFL 5Tk*5 PER Nam 5 FULL HEIGHT ENPWL 511125 X 6.20 GAGE STRAPS PER F16LM II GYP5LIM CFILING LENGTH 100 7 z 0,9W X c, UPLIFT sTt?APs PEP FIGURE 14 1 X 5 CEILING FURRIN6 51RIP5 @ 16" 5PACIN6 WITH 2 X 4d. ALL STRAPS PEP FIGI lt?E 17 N.00KING @ h ft, 5PACING IN ENP J015f/ VU5513AY5 X e, COI;NEP 5TW HOLD P0WN5 FER f`IGURE 18AAN 17 FIGUM 1813 1:200, TOP PLATE 2. Tib POMOM 511-L PLATE IN EXTERIOR WALL5 511ALL r, A MINIMUM 2 IN, NOMINAL SPLICE LENGTH 2 ft XTHICKNE55 PM55UM TREATER #2.APE, 5PLICE CONNECTION (#-1612 COMMON NAIL5) 6 X 5; 5T CHECKLI5f 51-fAPWALL CON5TP.I.ICT10N PEf& FOP 5I-FARWA1 CON5TIZUCTION THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY 7-017 GLJAP/51_I0 AND WAS BASED ON THE FLOOR PLANS .AND ELEVATIONS. PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE REQUIREMENTS OF THE WIND DESIGN. - TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE ' OMPLI-ANCE' ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT" COMPLIANCE. DATE -1 g-) BUILDI FFICIAL FILE COPY SHEARALL PANEL NAILING SCHEDULE i 6 I%2" PLYW00P NAILED WITH 8d COMMON a 6ALVANIZEP DOX NAIL5 AT 12 6''O,C, AT TIS EPGE5 ANP 12" O.C. IN THE FIELD, PLYWOO N&1 12 WITH 8d COMMON OP GALVAN W PDX NAIL5 AT 12 4"O.C. ATTIC �%E5 ANP I2" O,C, IN THE FIELf7, 3 PLYWOOD NAILER WITH Bd COMMON a GALVANIZER 13OXNAIL5 AT I2 5"O,C. AT 1HE EPGE5 ANP 12" 0,C IN THE FI ELP, NOTE : FOt PLYWOOP 51fAP WA15 L15TEP ABOVE, Sd COMMON OP NIZEP PDX NAJL5 - (0,151 x 2Y2"), GUN NAIL5 MATCHING THE NAIL PIA tV ANP LPNGTH MAY PF U5PP A5 A 513511T1.9, NOTE : ALL. PLYWOOP TO M PUN V�NCAL FrOM 51LL PLATS TO AT LSA51' 2" INTO THP 5F01\112 FLOOP, DOX ON TWO 5fOPY 13ULPIN05 Op TO 11f 190UT L� TOP PLATE IN 511\16LE 5TOt Y PUILPING5, U5E 2 POW5 OF NAIL5SPACPP 3" ON aMP, 5TA60PEP AT THE fOF ANP BOTTOM OF EACH POW0019 5HEET PEP FIGURE 4 IN THE CHECKLI517, SOLE PLATE CONNECTION SCHEDULE _ _II CONNECTION TO FLOOR RIM BOARD' WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 612 (3) -116d COMMON NAILS PER 16" Y12]:(3) - 16d COMMON NAILS PER 16 3 4 -16d COMMON NAIL " O S PER 16 12 1 CONNECTION TO CONCRETE FOUNDATION POSTS TO SONOTUBE FOUNDATION U55 5/MP50N 11OU66 2057- P 5,E5 W/ �/8" AWG"OP 001.7" Or. 5/8" 7-/1rffA4 )aGD POO INTO GONGPfrP N OTE : AVCHOP 001-7 --5 PjffFf ffNGfV AOOVff TO flrff B" OIAMn-fP ft30- 57-fffL ANCHOP 001-75. W17 -H I" MINIMUM jff17DfDMjffNT INTO GONGPErf SHEARWALL'CONSTRUCTION I - ALL 5HE . ALL5 TO HAVE POUPLE TOP PLATE5 ANP POLM 2X 5TUP5 AT EACH FNP of lit WALL, 2 - FACE NAIL 1201,LtE TOP FLATE5 W/ `I6d NAIL5 AT 16" O,C. 5 NAILING OF SHEATHING TO PE COWNTI? ABOVE; ANP BELOW ALL.OPENING5 IN -51�A1;1NALL, h - ATTACH 19OUPL5 2X 5TUP5 ANP BUILT-UP CORNER 5TUP5 AT 5WARW&L EN125 WITH .(2) 16d NAIL5 AT 6" O.C. FOP AT11C% %CONI FLOOR 5HEAWALL5 ANP ( 2) IN NAL5 AT 4" O,C, 5fA66EITP FOR FI5T FLOOR 51­EAWALL5, KING AND JACK STUD REQUIREMENTS # OF KING ANP JACK 5TUP5 AT OP%ING5, U5F 2K, IJ IF NOf X K , X J OTI NOTFP �FWISF PROJECTADDRESS: 5i MONPIOF �N YAPMOU1H, MA .;- A MCK N: IE ENGINEERING CONSULTANTS structural • civil - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 SHEET C S 1 . O DATE: 08-25-2017 w TTw ..E.r Vi o Si O V F_ .j 1.� V � T 3: w O NO. REVISION/ISSUE DATE PROJECTADDRESS: 5i MONPIOF �N YAPMOU1H, MA .;- A MCK N: IE ENGINEERING CONSULTANTS structural • civil - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 SHEET C S 1 . O DATE: 08-25-2017 SCALE: NONE N/F JOHN F KAZANOWOZ MAP 67 LOT 13 MONROE LANE 3 (PUBLIC — 40' WIDE) N/F CHRISTOPHER CAPACH/ONE MAP 67 LOT 12 Designed by : zDA[lanlic Drawn by : ® DESIGN ENGINEERS, INC. Checked by .mmwr P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Survey chk. by : Approved by CB/DH/FND BENCHMARK: CONCRETE BOUND W/ DRILL HOLE ELEVATION=98.53 (ASSUMED DATUM) SCALE SCALE 1 " = 20 0 5 10 20 2OPOSED 500 SF* 1.0'* 1.2' 2' .3'* .3% .0 =d Of EDVVtN H. GLESS a NO. I DATE I REVISION LOCUS GENERAL NOTES: 1. RECORD OWNER(S): JANET M. REIDY LOCUS MAP SCALE: 1"=2,000'± 31 MONROE LANE WEST YARMOUTH, MASSACHUSETTS 02673 CERTIFICATE: 210605 2. THE PROPERTY IS SHOWN AS LOT 19 ON THE TOWN OF YARMOUTH ASSESSOR'S MAP 67. 3. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON PLANS AND DEEDS ON RECORD AND A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN JULY OF 2017. 4. EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN JULY OF 2017 AND IS SUPPLEMENTED BY INFORMATION OBTAINED FROM TOWN OFFICES AND PUBLIC RECORD. 5. THE PROPERTY LIES WITHIN THE RESIDENTIAL -40 (R-40) ZONING DISTRICT BASED UPON A REVIEW OF THE TOWN OF YARMOUTH ZONING MAP. 6. THE PROPERTY DOES NOT APPEAR TO LIE WITHIN THE AQUIFER PROTECTION DISTRICT (APD) BASED UPON A REVIEW OF THE TOWN OF YARMOUTH ZONING MAP. 7. THE PROPERTY LIES WITHIN FLOOD ZONE X, AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NUMBER 25001C0587J, EFFECTIVE DATE JULY 16, 2014. 8. THE PROPERTY DOES NOT LIE WITHIN A ZONE it WELLHEAD PROTECTION AREA BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE AND A PRIORITY HABITAT OF RARE SPECIES BASED UPON A REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 11. EXISTING SEPTIC SYSTEM LOCATION IS BASED UPON FIELD CARD OBTAINED AT THE HEALTH DEPARTMENT AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. 13. ALL SUBSURFACE UTILITIES ARE NOT NECESSARILY SHOWN HEREON. ORK MUS CONF RIA TO ALS TOWN BYL EGULATI '11 4 ) AUG 10 ,?m7 'ARMOUT ATER DEPT 'D T PREPARED FOR: JANET REIDY 31 MONROE LANE YARMOUTH, (MASSACHUSETTS ,`3 wi(-- HEALTH DEPT. CERTIFIED PLOT PLAN FOR 31 MONROE LANE YARMOUTH, MASSACHUSETTS AUGUST 2, 2017 FILE: 2952.00—BASE ill JOB NUMBER 2952.00 N JOHN F KAZANOWCZ MAP 67 LOT 1.3 MONROE LANE (PUBLIC — 40' WIDE) N/F CHRISTOPHER CAPACH/ONE MAP 67 LOT 12 CB/DH/FND BENCHMARK: CONCRETE BOUND W/ DRILL HOLE ELEVATION=98.53 (ASSUMED DATUM) NIF HELEN M GROVER MAP 67 LOT 288 ROPOSED 500 SF* i.0'* 1.2' -.2' .3'* .3% .0 LOCUS GENERAL NOTES: 1. RECORD OWNER(S): JANET M. REIDY LOCUS MAP SCALE: 1"=2,000'± 31 MONROE LANE WEST YARMOUTH, MASSACHUSETTS 02673 CERTIFICATE: 210605 2. THE PROPERTY IS SHOWN AS LOT 19 ON THE TOWN OF YARMOUTH ASSESSOR'S MAP 67. 3. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON PLANS AND DEEDS ON RECORD AND A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN JULY OF 2017. 4. EXISTING COND11IONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. IN JULY OF 2017 AND IS SUPPLEMENTED BY INFORMATION OBTAINED FROM TOWN OFFICES AND PUBLIC RECORD. 5. THE PROPERTY LIES WITHIN THE RESIDENTIAL -40 (R-40) ZONING DISTRICT BASED UPON A REVIEW OF THE TOWN OF YARMOUTH ZONING MAP. 6. THE PROPERTY DOES NOT APPEAR TO LIE WITHIN THE AQUIFER PROTECTION DISTRICT (APD) BASED UPON A REVIEW OF THE TOWN OF YARMOUTH ZONING MAP. 7. THE PROPERTY LIES WITHIN FLOOD ZONE X, AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NUMBER 25001 CO587J, EFFECTIVE DATE JULY 16, 2014. 8. THE PROPERTY DOES NOT LIE WITHIN A ZONE II WELLHEAD PROTECTION AREA BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE AND A PRIORITY HABITAT OF RARE SPECIES BASED UPON A REVIEW OF THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 11. EXISTING SEPTIC SYSTEM LOCATION IS BASED UPON FIELD CARD OBTAINED AT THE HEALTH DEPARTMENT AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. 13. ALL SUBSURFACE UTILITIES ARE NOT NECESSARILY SHOWN HEREON. AUG 10 2017 HEALTH DEBT, H. FILE: 2952.00—BASE Designed by ` SCALE I PREPARED FOR: CERTIFIED PLOT PLAN Sheet of ® Drawn by : SCALE 1"= 20' v JANET R E I D Y FOR 1 1 Allantic DESIGN ENGINEERS, INC. Checked by : 0 5 10 20 ag` 31 M ON R OE LAN E zo_ P.O.o 1 _ Survey chk. by : �' SON 31 MONROE LANE YARMOUTH, MASSACHUSETTS JOB NUMBER • x •51, Sandwich, MA •2563 (5.8) iii 9282 ,. Approved by : DATE N0. DATE REVISION YARMOUTH, MASSACHUSETTS AUGUST 2, 2017 2952.00 RNA I-- C> I I "A LVL - t -! I Wl1TE1�.=a.R Sl�tl*t+LE� I r --- -S ic,i t�S � _. �iC��I -._. �� V Lh I Z �Va�� GF-mEK-C• C3G7�. wl`ri.F _- - - '1N 111 Ci L, --- o p to tr P. i L s -r to L o ter -__: t _ a _cs�tc:t _ 1..a C.� bt EXIS-rlNC7 WALL "170 1�1-1-MAN1,A -_ :._ _ fi -- - - - Ex 1 Sir 11a G •��,a. �L 'Tb i3�. � �' M cvv , _ -- ,.. ,� 1 " 101 _ 1 A _ � c� tom! C 12 �- f= b €`' 1 C> J'4- tom. i' 4~ R.10 1R.U htb t. 5"T"� RU I�1�, _ SOIL O �. W J �a `�. _� C� 1 0 0"'t" RG N- I- I- R b 1= \ L L _ �. � �"` l� � �' .�� - t�.t~ t_ o c �,�r t✓.� w 1 N t5 c> w i�. c� � "-. �: /�,, � � �� � . E X 1.5"7 I m G 5 tit r51- _ moi- i 1Z all conditions in the field All contractors shall verify t . y rior to and duringconstruction and notifyowner of UWLIEany discrepancy between plans and existing � v ` AUG.� conditions. St h�"+,Crf�tRO L-A r4 t- \(A, V:z,r,^ 0 U""C', tart s� 2 1 TOM GUAR I GL I Q scam � APPROVED BY: - HEALTH DEFY All engineered wood products, LVL beams & I joists B U I LO I NG DES I GN SCALE : I - DRAWN BY Po rke- 14 sizes to be confirmed by local supplier with com uter DATE: i REVISED" calculations sheet for building department file. 6 MALLARD LAN E ' t ii A WICH M A . 0 26 4 5 t_ c� c� iz C'L t�\� 1_ \✓•�<`i t C t`� ) "'i' < C> t`�I All construction shall be done in conformance with all 508 4 3 0 0 5 62 1 R7. f e-> R. - O a `t ► - tom+: c: STATE AND LOCAL BUILDING CODES in effect at DRAWING NUMBER _ - y - time of construction -y Ab"m`rtd A,- 1 I CHECKLIST SHEARWALL CONSTRUCTION I, FEOM TA3LE510AN1911 WFCM MANUAL IIO MFH EXP, C3 AN19 LOCATION OF WALL 51fATHIN6 ANP DUILPING A51`SCT EA110, PMMM PSFaNT FLLL-HSlaf 5H5ATHIN6 AND NAIL 5PACIN6 MQUKE MW5 2, WOO17 5MC1UI'U� AL PAN�1-5 5ML 135 MINIMUM THICKNE55 OF 1/ 16" ANI713� I1\15TALL519IA5 501.,COW5. a, PAN5L5 5HALL f35 IN5TA11E19 WITH 5TEEN60 AX15 PAEALLEL TO 5TUI75, b, ALL HOEIZONTAL JOINTS SHALL OCCUR OWP, AND 135 NAILED TO I' MING, c. ON 511\lGLE 5TOf?Y CON5VUC110N, PANSL5 5HALL P3 ATTACH519 TO I30fTOM PLA -r;5 AND TOP M5MC35P OF TI -117003,5 TOP PLATE, A ON TWO 5TOEY CON5TEUC11ON, UPPED. PANEL5 5HALL 135 ATTACHED TO THE TOP M5M13M OF TNS UPP5I;190= TOP PLATS ANP T013AN12 J015T AT: BOTTOM OF PML', UMP. ATTACHMGNf OF LOVEF PANSL 5HALL 135 MAV5 TO 13AN12 J015T AND LOWEE AT1'ACHMSNf MADS TO 0Ve5T PLAl'V AT F 1115 FLOOD Pf?AMING, e. HXZOWAL NAIL 5FACIN6. AT DOUPI,TOP PLAT55, PAN19 J015T5; AND 6IE19EE5 SHALL i35 A DOUI3L5 POW OF SD 5TAGGEFW19 A1" 3 INCH55 ON CENTER PSP FIGURES f35LOW ; VEE11CAL AND HORIZONTAL NAILING FOE PANSL ATTACNMG,Nf VEMCAL. ANO t701PlZONrtfiL NIVQN5 POP PANEL: A7-7-AGtlMfW WIlffN 77115 x055 Pff5r5 ON Frit! IN6 U -'-,,f 6N/VL—'-5 A7-G"O,c, WITH 8� GOMMON OIP D � o lU N --A c5 ♦♦�11 0 7 ENT FRAME Qp EXAMPLE DOUDL� �D6� PAN51- NfdL 5Pt1GlN6 o Z o Z o o o lD tt P1POVlD� PLhT� PPA'71N5 MPMPfI'S 0 �D6� INT�PM�DIXfiT>� Z o N 3"rein PLOGK�D, ANP 0 0 0 o 0 9 o_ °. U I 3 r7rn P/iN�L �D6r� PANfl- DOUPLP NAZI ED6,ff 5PAGIN6 OffAk- STRUCTURALRIDGE BEAM L5TA 5TEAI' @ 16" O.C. (PER GSN) WOW 51-fATHING �I EIDGE POAV/ PEAM ( 5) - I Od NAILS it @ EACH END + + + + + + + 55E ALTEENATS ROOF MV PEP PLAN ALTERNATE . ATTACH OPP051% WtIZS 13ELOW M196E BEAM OE kIDGE 13OAED WITH 2 x 4 COLLAS 11E A5 5HOWN, EI19GE 5TEAP5 NOf ITOU 2 WHSN U51% A COLLAE IT, RAFTER TO TOP PLATE PROFILE VIEW , ROOF 5H5ATHIN6 EDGE NAILING 2X LtOCKING LtM/ N EAFTEE5 (NorcH FOE WN11A11ON IF IWUIIZ�19. ITME To NCHIT> CTIM PLAN5 FOE MORS INFO.) H2,5A C IN5TALL PRIOE TO N OCKING AND PLYWOOD 1900,3 2X TOF PLATE 51fATHIN6) ALTERNATE, H2A BEAM CIF SHOWN ON PLAN) ELEVATION VIEW EooF: EA!'11 E 2X (30CKIN613�T FN PEE PLAN PAFTE5 (NOn FOE WN11LAIION IF MQUKR 19, EDGE NAILING EEFEE TO ARCHITECTUP\& PLAN5 FOE MORE INFO.) DOUI3L5 2X TOP rl.ATE U. C ALL P00k TO N2,5A IN5T BLOCKING AND PLYWOOD �ATNING) ALTERNATE; NZA ZX STUD 51 SHEARWALL HOL DDOWN SCHEDULE SECOND FL RAND INTERIOR HOLDDOWNS FOUNDATION HOLDDO Z/2" HPU4-51952,5 W/ 5511320 ANCHOE I30LTPL 13EF0�5 POUZ ATTACH TO FOUNIRION (I) - C516 COIL 5W �J/ C 26) 8 JAI x 2/2 LONG) NAILS WITH STEPd' APPLIE19 � D " a M?EE a NAIL5517 C0F4ED O PL1GM3 DSSC4�10' ms, U5E - COU4'4a w 3mI m P�lC4 o? 430 1 PNb 8" t71EECTLY TO ZX FEAPh, �G h �Mt3E'�5. P�OV117 0 I'r N� W/ PP a AT EACH EN190F 5TEMn, CUf 5MALL 5LOf IN FL00 AIMING AN19 ATTACH 5TEAP TO TNIVM19 E019 INfO HOLDO LVL MAM OE LVL BLOCKING IN Pr,-MN TJI FLOOE -1015 F 00p PERMING MLOW, 5 -}I2 FACE MOU GEE, PEOVIM . 5W4 FOUNI9 OL12OWN 5frAF5 FOE APA POU& W&1L5,555 TI=1005 FOE CONNECT C3LOCKING TO TJI JOIST 1N>;65 WITH HU N DETAILS; ATTACH NOL190WN5 TO FOUN19A110N FOEMWO�K 13ACKEE N,OCKING IN TJI J015T1N56 PEP MANUFACTUEEE'5 5F5CIFICA110 O A17DI110 N5TEUCI10 w EOPOATS ANCHOEMATE5 PEIOE TO POUF, O( 2) - C516 COIL .51'M W/ ( 26) 5J (0.1:51 x2Y2" LONG) NAIL5 WITH 5Tt?AP APP. DIla�CILY TO ZX I'PAMING MWDrl-15, PEOVIM HALF OF T1 � NUMMI; OF NAIL5 5FECll`I tP N12UI4-5D525 A1"TACHW TO 6x6 DOUGLA5-FII; P05T W/ 56100 ANCHOE (30LT PLACSP AT EACH END OF 5TEAP, CUf 5MALL SLOE IN FLOOD 5HSAINI% AND ATTACH 5TIZAAP TO mrom POUF, ATTACH TO FOI;M WM WITH APPLICABLE ANCHOEMATS, USE CNW I" LVL I35AM OE LVL D3 OCKING IN f35M% TJI FLOOD J015T5 IN FLOOE FP.AMING OW. C tT NUT LtTM% ANCHOr (3af AN12 I" TMA19519 POD INTO HaVOWN, CONNECT PLOCKINCA TO TJI J015T WEI35 WITH HU5 -}12 FACE MOUNT HAN EOV119E 1 PMP, BLOCKING IN TJI J015f M13 PEP MAN.FACTUf r' 5 5PECIFI ON5, I LEGEND Ai' MFFOP\A1� %fAPW&U , CON1INU� PI yw OVA ANP P3 LOW I 51,APWA1.L TYp ® lO 51- ApW&L HX2*pOWN 111' G ACCOpnING 1 O SC'�CIFI�t7 OMNING WTH NAI IN i Al?WALL GP,112 INS - - 5H�A}?WAU. X K, X J # OF KING ANP JACK 5TUP5 AT OP�065 APA PORTAL WALL DETAIL (NOT TO SCALE) -APA j (SUBSERVIENT TO APA TT-10OF BY THE ENGINEERED WOOD ASSOCIATION) rz DOUPLP TOPPLA7"f PIMPItIPD .t,.. , + , . MIN. 3,,. X 11-1/4" HEA05P OP A5 5f GIPI.P/II POUND/lrA-/ Wlrn P1POV DLTttIL 9100 Wlrh SlMP50N 5�i EPDXY WITtf 15" MIN, PMPf0MfW, FUrGn n-ArE CU Srrn- 2°x I r w/ (2) 2) COLUMNS r0 PP 5PL17" A7-A7-PfAll tt55 PO57- tI5 SPfGl1=/,ffD LOGXt -IONS AND 3/4" Pl-A7-55 TO I N55 F057- A-'5 SPPGIPI DPf USED TO GONNEG7 COLUMNS PLtirr tt5 SP GI>"l D 7-0 OfAM TO PIPOVID E I'70MPNT o NecnoN. � � PLATE A-'5� G N �) GONrIPAcroP ro vjffPlt=r ftLL SPGII=ID 5/ON5 PI?IOr� r0 DIMPN GONSrPUG7-ION, ad.III`I`I I. PROJECT ADDRESS: 31 MONkOE I:N YARMOUTH, MA ti e a 3 ENGINEERING CONSULTANTS ste;sczural • cis�il • rssr ironme,stal . 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 MIN; 2"XZ Y1516" Fl -A7 Wh5flfP L 24 S7IPAF ClN50.)f P P OF W 14 57-/1014 101-0 O .F- P/i57-�N TOP PLAT -f r0 0 o CZ)-2xG 0 0 tt f1D�P r0 CZ)-2xG H'EAPfP WITH c22 POW5 OF IGe 01A /iNCHOP POLr Ph5TEN Sh�XIT r0 rr�flr>,C (-7MIN. fMPffDMffNT) 3" G 5/NKEP NhIL5 qtr O. WITH 8� GOMMON OIP D POMP A PANfL 5PLlGP ♦♦�11 0 7 ENT FRAME „ r PDX NAIL -5 IN 3 6PID r EXAMPLE CID NPPDfD), PANfL ' PLIrGN PL�}r� C7) Sr��L2"x ll" W/ C2� LVL.14"z 118' GONSrIPU N NOrP5; P, OVID,ff PLATf i1ND tt P1POVlD� PLhT� i LD Pft55 PLfIr�S r0 VfPrIGhL 2x6 PPAtlIN6 FPAIIN6 CS D5, PLOGKIN5 AND TUP STEL P05T5.. P05r5 r0 PLOGK�D, ANP r5/3a' ST1'UGTUI'XtL PE ATTAGtTPD r0 GONGIPfTff U :. OGGUIPWlrHIN Z4° OP W C4> 3„ Th1P �ttDPD ® O�/ Ld... NO. REVISION/ISSUE DATE 13LOGK nXfiLL D� 5rnD14 nOLDOWN POUND/lrA-/ Wlrn P1POV DLTttIL 9100 Wlrh SlMP50N 5�i EPDXY WITtf 15" MIN, PMPf0MfW, FUrGn n-ArE CU Srrn- 2°x I r w/ (2) 2) COLUMNS r0 PP 5PL17" A7-A7-PfAll tt55 PO57- tI5 SPfGl1=/,ffD LOGXt -IONS AND 3/4" Pl-A7-55 TO I N55 F057- A-'5 SPPGIPI DPf USED TO GONNEG7 COLUMNS PLtirr tt5 SP GI>"l D 7-0 OfAM TO PIPOVID E I'70MPNT o NecnoN. � � PLATE A-'5� G N �) GONrIPAcroP ro vjffPlt=r ftLL SPGII=ID 5/ON5 PI?IOr� r0 DIMPN GONSrPUG7-ION, ad.III`I`I I. PROJECT ADDRESS: 31 MONkOE I:N YARMOUTH, MA ti e a 3 ENGINEERING CONSULTANTS ste;sczural • cis�il • rssr ironme,stal . 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 MIN; 2"XZ Y1516" Fl -A7 Wh5flfP L 24 S7IPAF ClN50.)f P P OF NftILfO WI.TH 6d 14 57-/1014 101-0 O (IN5/Diff FACE OF WALL) P/i57-�N TOP PLAT -f r0 WhLL) 'fP r0 CZ) ZxG o CZ)-2xG 0 0 tt f1D�P r0 CZ)-2xG H'EAPfP WITH c22 POW5 OF IGe 01A /iNCHOP POLr Ph5TEN Sh�XIT r0 rr�flr>,C (-7MIN. fMPffDMffNT) 3" G 5/NKEP NhIL5 qtr O. WITH 8� GOMMON OIP D POMP A PANfL 5PLlGP 7 ENT FRAME „ r PDX NAIL -5 IN 3 6PID r EXAMPLE CID NPPDfD), PANfL ' PLIrGN PL�}r� C7) Sr��L2"x ll" W/ C2� LVL.14"z 118' GONSrIPU N NOrP5; P, OVID,ff PLATf i1ND tt P1POVlD� PLhT� i LD Pft55 PLfIr�S r0 VfPrIGhL 2x6 PPAtlIN6 FPAIIN6 CS D5, PLOGKIN5 AND TUP STEL P05T5.. P05r5 r0 PLOGK�D, ANP r5/3a' ST1'UGTUI'XtL PE ATTAGtTPD r0 GONGIPfTff 5/LLS P. :. OGGUIPWlrHIN Z4° OP C4> 3„ Th1P �ttDPD PANfL 511fATNIN6 .. M P16t?r OP wt1LL. 13LOGK nXfiLL D� 5rnD14 nOLDOWN POUND/lrA-/ Wlrn P1POV DLTttIL 9100 Wlrh SlMP50N 5�i EPDXY WITtf 15" MIN, PMPf0MfW, FUrGn n-ArE CU Srrn- 2°x I r w/ (2) 2) COLUMNS r0 PP 5PL17" A7-A7-PfAll tt55 PO57- tI5 SPfGl1=/,ffD LOGXt -IONS AND 3/4" Pl-A7-55 TO I N55 F057- A-'5 SPPGIPI DPf USED TO GONNEG7 COLUMNS PLtirr tt5 SP GI>"l D 7-0 OfAM TO PIPOVID E I'70MPNT o NecnoN. � � PLATE A-'5� G N �) GONrIPAcroP ro vjffPlt=r ftLL SPGII=ID 5/ON5 PI?IOr� r0 DIMPN GONSrPUG7-ION, ad.III`I`I I. PROJECT ADDRESS: 31 MONkOE I:N YARMOUTH, MA ti e a 3 ENGINEERING CONSULTANTS ste;sczural • cis�il • rssr ironme,stal . 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 MIN; 2"XZ Y1516" Fl -A7 Wh5flfP DATE: 08725-2017 NftILfO WI.TH 6d 14 57-/1014 101-0 O o 0 0 01A /iNCHOP POLr (-7MIN. fMPffDMffNT) 7 ENT FRAME CONSTRUCTION DETAIL.( EXAMPLE ONLY, NOT TO SCA) ' PLIrGN PL�}r� C7) Sr��L2"x ll" W/ C2� LVL.14"z 118' GONSrIPU N NOrP5; P, OVID,ff PLATf i1ND P1POVlD� PLhT� i LD Pft55 PLfIr�S r0 VfPrIGhL MOMENi GONNEGTION, ftND MOM�Nr TUP STEL P05T5.. P05r5 r0 1"�1D1:lGfirO,� r0 GONN�GTION, PE ATTAGtTPD r0 GONGIPfTff PPOVIDE DL7i�'L C4> 3„ Th1P �ttDPD POUND/lrA-/ Wlrn P1POV DLTttIL 9100 Wlrh SlMP50N 5�i EPDXY WITtf 15" MIN, PMPf0MfW, FUrGn n-ArE CU Srrn- 2°x I r w/ (2) 2) COLUMNS r0 PP 5PL17" A7-A7-PfAll tt55 PO57- tI5 SPfGl1=/,ffD LOGXt -IONS AND 3/4" Pl-A7-55 TO I N55 F057- A-'5 SPPGIPI DPf USED TO GONNEG7 COLUMNS PLtirr tt5 SP GI>"l D 7-0 OfAM TO PIPOVID E I'70MPNT o NecnoN. � � PLATE A-'5� G N �) GONrIPAcroP ro vjffPlt=r ftLL SPGII=ID 5/ON5 PI?IOr� r0 DIMPN GONSrPUG7-ION, ad.III`I`I I. PROJECT ADDRESS: 31 MONkOE I:N YARMOUTH, MA ti e a 3 ENGINEERING CONSULTANTS ste;sczural • cis�il • rssr ironme,stal . 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 17-257 SHEET CS1.1 DATE: 08725-2017 SCALE: NONE I -, j �--- �✓ � ��t't; �� D.R. .fizz) 1r WV, e0 VIA,f -�. RL.-�: \/""C 1 1�J Ib, yir X's - 16" G3 • vX _r �.:;Z,.. o 'qr 1 , l 1 V� DRyW/kLr_ 1ZSTA4-tt s� V itycs-Y 1 i J ,- __T" I L_'E F t_ 60 R 5"A L b ei X Lil ---- - C�, C> l N G. t.;.> 1.- , VA" C. F.M F N. "'t" I IFGV`i `r0 P Cir- C IE'k � C a/ 1 N O K S C� L_)'kv... d U i L 1 '� . C r S �r t t t.. L 0 ixr vv n a Wr� o Gf�`C S L �� F0UNDAT\ ON CL W EXlS'T1N WAL-l_ TGRE 1R1 - C7 A�lr4 Tb 101' 1A -c' CNC.' Z- _T T R_ O tl �- -- NF -W .WA�t_1_ - aXG tG"O�G, `�X7ER!0i� - -171 SOIL Cat= � �. ` ��� / T1IG-�=`C7G�_r 1 G c% e_ . IN t c� > F_L_T C)t 1 RELocAl- Ewtty15ow i, _.. icX l 5"T tt tsft C3 b 46 = All contractors shall vorfy all conditions in the field' i3>=b G3Gr��MD I prior to and during conlruction and notify owner of any discrepancy behveon plans and existing J _k P, M 1 i Y - . 3 t tori ©t�•tC�b1�. L..�1�J'� � .�. t�,M o U"C� _ T� A, - AUG 102017 : conditions. TOM GUARIGLIQ 1�'`s.>Zy ' _--- HEALTH DEPT. All engineered wood products, LVL beams & I joists U I o (N G DES I i� .SCALE: APPROVED BY: DRAWN BY sizes to be confirmed by local supplier with computer DATE: -' i "7 REVISED calculations sheet for ;gilding department file. 6 MALLARD L A Id E !HARWICH MA. 02645 10t�lt FILA All construction shall bedone in conformance with all 5 0 8 43 0 05 6 2 effect + STATE AND LOCAL BUILDING CODES in eff DRAWING NUMBER time of construction A" - 1