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Home My WebLink About0015 RIPPLE COVE ROAD - PLANS DATE: SEPTEME3ER -7, 200-7 DRAWN BY- RNE3 c,ontocA(9hpoc1e5Iqn.r,om CHECKED BY: HPA,/E)C? PATH: MOHAN/ C= 20050520G[)S r= SCALE: SEE E)RAVAIN& r__j r— el 11 r-j r-j r-j r__j r-j REVISIONS: # DATE DESC. 0 cl/26/0-7 155. FOR PERMIT 1 10/5/0-7 155. FOR GON15TRUGTION 2 5-cl-05 REVISED PLANS N/ BALG. C)) D r_j r_j �j _j 0 r-j r-j V� r-j i r- ......................................... .......................... .......... ...................... . ............. ....................... .............. ............... ................ HPA Design, Inc. .... ...... ............I.......... .......... ................ A H I FEI C IT]FS .......... ........... -------------- ......... 200 Stonewall Blvd, Suite 5 ............... ............ Q .......... 7- ................ m, MA 02093 ............ Wrent a 4 L�,-_j ........ .......... ............ ............. 4, 508.384.8838 M x ..................... .............. ...................... .................... .............. 508.384.0483 (F) ..................... ............. 91 contactohpadesign.com ...................... ............... www.HPAdesign.com �F' 7 It .......... DWD ENGINEERING, INC 5 MICHAEL ROAD, E. BRIDGEWATER -9602 Tel. (508) 378 —2922 Fax. (508) 378 T L �17 7 BAL Nr'ARAC -------------- L tu U T_ fit' 4 LU �f4 j_r# lu C� 0, ....... LU LU �tv ROOM ...........R� HA5TER Br 77 Mo"4 LA R�' 0 7 A H.13AT+4 46 HALL HAL_ ti,M* o-71 103 The5e drov4ings and specifir-otion5 viere e -Alcation and u5e 15 expres5ly rrepar d for v5e at the location indicated ereon. PA limited to the identified location. Rev5e OA OA or r �XL C'm eproduction by any method,in vqhole or,in ,part,is prohibited Hithout the n v4r t perm[55[on of HPA Design.0200 1 67 SHEET. PRINTS q D JOB NO. DATE: SEPTEMBER -7, 200-7 GENERAL NOTES I. THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY 0I5CREPANOE5,AMBI6UITIE5,OR INCON515TENNCIE5 PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL AL50 NOTIFY THE ARCHITECT, DRAWN BY: RWB PRIOR TO PROCEEDING WITH THE WORK,IF ANY CONSTRUCTION NEEDS TO BE ADJUSTED DUE TO FIELD CONDITIONS. 2. AN ASSUMPTION HAS BEEN MADE THAT THE ELEVATION DIFFERENCE BETWEEN THE 6ARAC-E SLAB AND THE FIRST GOf1toct(9)hpoc1e5!gn.c-om FLOOR 15 24"THE GENERAL CONTRACTOR SHALL NOTIFY THE ARGMTE-CT IF TH1515 INCONSISTENT WITH THE 51TE CONDITIONS PRIOR TO BEGINNIN5 CONSTRUCTION. CHECKED BY: HPA/DD 3. ALL FLASHING IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE CORROSION RESISTANT. 4. ALL DUCTWORK AND HOT WATER PIPING SHALL BE INSULATED AND WHERE NECESSARY,A VAPOR BARRIER FOR THE DUCTWORK WILL BE PROVIDED TO PREVENT CONDENSATION. PATH: 5. ALL CHIMNEYS TO BE CONSTRUCTED 50 THE TOP OF THE FLUE 15 2'-0'ABOVE ANY ROOFMALL WITHIN 10'-0'. MOHAN/ 20050520_GDS 5TAIRWAY5/3ALGONIE5: G A 1. REQUIRED 5TAIRHAY5 SHALL NOT BE LESS THAN 3'-0'IN CLEAR WIDTH. MAXIMUM R15M HEIGHT 5HALL BE 8 1/4', 3 3 SCALE: SEE DRAWING MINIMUM TREAD RUN SHALL BE 9'WITH 1,10511,16 NOT TO EXCEED 1 1/4". MINIMUM HEADROOM SHALL BE 2 2. 61)ARDRAIL5,3b'MINIMUM IN HEIGHT,SHALL BE INSTALLED IN FLOOR,PORCH,AND/OR BALCONY AREA MORE THAN THIRTY(30)INCHES ABOVE A FLOOR OR GRADE BELOW. GUARDRAILS(WHICH CAN AL50 SERVE AS HANDRAILS)ON -0n 4r-Ori REVISIONS: OPEN SIDES OF STAIRS,WITH A TOTAL RISE OF MORE THAN THIRTY(30)INCHES ABOVE A FLOOR OR GRADE BELOW SHALL BE NOT LE55 THAN 34'IN HEIGHT MEASURED VERTICALLY FROM THE N051%OF THE TREADS. THE MAXIMUM # DATE DESC. CLEAR OPENING BETHEETN RAILS,BALUSTERS,AND FLOORS SHALL NOT EXCEED FIVE(5)INCHES. 42'-0" O q/26/0l ISS. FOR PERMIT EXCEPTION:THE TRIANGULAR OPENIN65 FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE q'-5x I ' I I'-2" OPEN 51PE OF A STAIRWAY MAY BE OF 5I)CH A 517E THAT A 51X(6)5PIERE CANNOT PA55 THROUGH. I 10-5-0-7 ISS. FOR GONSTRUGTION 3. AN INSULATED DOOR SHALL BE PROVIDED AT THE TOP OF BA5EN84T STAIRS OR INSULATE THE WALL5 AND THE 2 4-18-08 WIN. / SGH. MODIFICATIONS UNDERSIDE OF 5TAIR5 AND PROVIDE AN INSULATED DOOR AT THE 130TTOM OF BASEMENT STAIRS. HINDI 2 5-9-08 REVISED PLANS W/ BALG. 6 ITE OUTDOOR SHOWER 6RANITE 5'-10" '-0" 1. WINDOW SIZES 5HOWN ON THE DRAWINN65 ARE BASED GENERICALLY ON ANDERSEN 400 SERIES AND THE OWNER OR LAN IN6 8 LANDING (GENERAL CONTRACTOR WHERE APPLICABLE)SHALL CHOOSE THE FINAL MANUFACTURER. WINDOW SIZES SHALL BE S P `r STEP O STEPS TO GRADE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO ORDERING. ROUGH OPENING SIZES SHALL BE PROVIDED BY THE O 5HEARWALL O MANUFACTURER. WINDOW5 MUST MEET THE FOLLOH%CRITERIA: AS REQ'D A) GLAZING CLOSER THAN EIGHTEEN(18)INGHE5 TO THE FLOOR OR EXCEEDING NINE(9)SQUARE FEET IN D ❑ AREA MUST BE TEMPERER ------ B) EMERGENCY E69E%: SLEEPING ROOMS SHALL HAVE AT LEAST ONE(1)OPENA13LE WINDOW OR EXTERIOR POST 4 DOOR TO PERMIT EMERGENCY E6RE55 OR RE5CtE. A REQUIRED WINDOW MUST BE OPENABLE FROM THE IN51DE - PL $ SH WITHOUT THE USE OF SEPARATE TOOLS AND SHALL CONFORM TO THE FOLLOWING: (1 BENCH I. THE 51LL SHALL NOT BE MORE THEN FORTY-FOUR(44)INCHES ABOVE THE FIN151ED FLOOR lh \/x2. THE WINDOW SHALL PROVIDE A MINIMUM NET CLEAR OPENING OF 33 SQUARE FEET WITH A ILLL 2:2068 < I O RECTANGLE HAVINI6 MINIMUM NET OPENINIG DIMENSIONS OF ThENTY(20)INCHES BY TWENTY-FOUR(24)IN O LU ' EITHER DIRECTION, IF A DOABLE HUNG UNIT 15 USED THEN SUCH DIMENSIONAL CRITERIA SHALL APPLY j� z 6 W} �l TO THE BOTTOM HALF. HUD ROOM Q 13'-b" b'-4" LA 5'-2" ~ DIMENISI0NI5: - o ::::: HPA Desi n Inc. FE I. DIMEN1510NINI6 STANDARDS WITHIN THE DOCUMENTS ARE A5 FOLLOWS UNLESS OTHERWISE NOTED: A) DIMENSIONS TO EXTERIOR WALL5 ARE FROM OVT5IDE FACE OF A 5TUD OR CONCRETE WALL. I ' B) DINNEN510NINI6 AT WINDOWS AND EXTERIOR DOORS REPRESENTS A DIMENSION TO THE CENTER OF WHAT OPENING BEAM ROVE P05T 4'-8" OPN'6 5HEARWALL O ❑ FROM THE CENTER OF ANOTHER OPENINI6 OR THE OUTSIDE FADE OF A STUD OR CONCRETE WALL. -_-_-_-_-_-_ _-_--_-_ -----_----_ -_-_-_-_-_ I T C T S C) INTERIOR DII-EN510NIN6 AT STUD HALLS REPRE5ENT5 A DIMENI51ON TO THE MIDDLE OF THE STUD. D) INTERIOR DIMIEN510NIN6 AT STAIRS REPRE5ENT5 A DIMENSION To THE FIN15HED FACE OF THE STAIR. POST POST Z�b� �4X6 DEGKIN6 FIREPLACES AND ALL - _ ( --J®®®L- - E) DIMEN510,15/LOGATION5 OF HALLS ENICLOSINIG TUB/SHOWER UNITS;PRE-MANUFACTURED REPLA eH OTHER BUILT-INI5,H)5T BE CONFIRMED WITH THE FIXTURE MANUFACTURER FOR THE REQUIRED R.O.AND rr �RAWL� I I X. a®I I 1 ATTACHMENT. _ - vPACP I o 200 Stonewall Blvd, Suite 5 F) DIMENSIONS DEPIGTIN6 THE BUILDINl6 HEIC44T,SHOWN OF THE ARGHITEGTURAL AND STRUCTURAL DRAWINGS ARE ---FOR THE BUILDINI6 AND BUILDING COMPONENTS ONLY.THE OVERALL BUILDING HEIGHT DEPICTED,15 FROM THE I5T B MASTER POST O 1 i�t H I I OVE GOOKTOP LI _ FLOOR DECK.THE OhNERl6.G.15 RESPONSIBLE FOR GOORDINNATIN6 AND C5TA13LI5HIM6 THE GRADE RELATIVE TO - PORCH THE 15T FLOOR,TO ENSURE COMPLIANCE WITH ZONING AND BUILDINIG CODE HEIGHT REQUIREMENT5.. A5•I BAD OOM I KITCHEN -- POST Q 4 ::�E:r Wrentham, MA 02093 G) ALL DIMENSIONS FROM EXI5TINIG SURFACES ARE FROM FADE OF EXISTING SURFACE I a tI\I Y H) CLOSET DOOR5 THAT ARE NOT DIMENSIONED ARE TYPICALLY CENTERED WITHIN THE CLOSET. L/ \ I 'T D R 1) ALL OTHER DOORS THAT ARE NOT DIMENISIONED ARE TYPICALLY 4"TO 6"(DEPENDING ON THE FINISH CA61% r n WIDTH)FROM FACE FINISH To THE DOOR OPENINI6 ON THE BUTT SIDE. J) DIMEN510N5 LOGATI%CASED OPENIN65 ARE TYPICALLY DIMENSIONED TO THE FACE OF STUD(FO5)OF THAT I ILII 2 I OPENING.TYP L NNLE55 OTHERWISE NOTED. 508.384.8838 (T) 2:2068 I = II J Q J I o ®� __ ___ rs 508.384.0483 F MINIMUM CEILING HE16HT5: HV G - ® ---- --- ' x P05 .� �� o J I. HABITABLE ROOMS,EXCEPT KITCHENS,SHALL HAVE A CEILINI6 HE161T OF NOT LE55 THAN SEVEN(1)FEET THREE(3) N ®� contactohpadesign.com INCHES FOR AT LEAST 50%OF THEIR REQUIRED AREAS.NOT MORE THAN 50%OF THE REQUIRED AREA MAY HAVE A I I SLOPED CEILING LE55 THAN SEVEN(T)FEET THREE(3)INCHES IN HEIGHT WITH NO PORTION OF THE REQUIRED AREAS LESS THAN FIVE(5)FEET IN HEIGHT.IF ANY ROOM HAS A FURRED CEILINl6,THE PRESCRIBED CEILING HEIGHT 15 2'-IO" OPN'6 PANTRY N PANTRY ' REQUIRED FOR AT LEAST 50%OF THE AREA THEREOF,BUT IN NO CASE SHALL THE HEIGHT OF THE FURRED CEILING BE LESS THAN SEVEN(T)FEET. I �blp� I -- - IP05T POST ( 4 > < WWW.HPAdesign.com ExGEPr1oN5: 5'-1" = 2'-l" 2'-4x 1 m _bri 1. BEAMS AND 61RDER5 5PAGED NOT LE55 THAN FOUR(4)FEET ON CENTER MAY PROJECT NOT MORE THAN -It- 51X /� (6)INCHE5 BELOW THE REQUIRED CEILING HEIGHT. I I �C46 5D m I 2'-0' 3'-0x 1 2. ALL OTHER ROOMS INGLUDINKP KITCHENS,BATHROOMS AND HALLHAY5 SHALL HAVE A MINIMUM CEILING HEIGHT OF SEVEN(I)FEET MEASURED TO THE LOWEST PROJECTION FROM THE CEILING. Q i I i POST (POST I 3. HABITABLE BA5EMENT5 SHALL HAVE A MINIMUM CLEAR CEILING HEIGHT OF SEVEN(1)FEET EXCEPT THAT IXI OST BEAMS,61RDER5 AND OTHER OBSTRUGTIONI5 5PAGED NOT LESS THAN FOUR (4)FEET ON CENTER MAY A m I 2�b� P05T PROJECT NOT MORE THAN 51X INCHE5 BELOW THE REQUIRED CEILING HEIGHT. 4. BASEMENTS NOT USED FOR HABITABLE SPA 77 CES SHALL HAVE A MINIMUM CLEAR GEILIN6 HEIGHT OF 51X(b) ---- FEET E16HIT(8)INCHES EXCEPT FOR UNDER BEAMS,GIRDERS,DLLT5 OR OTHER OB5TRUGTIOH5 HHERE THE PL S 5H N - CLEAR HEIGHT SHALL BE A MINIMUM OF 51X(6)FEET FOUR(4)INCHES. 2X6 WALL =I dJ W I Q IA J P05T II ��0 m m DWD ENGINEERING, INC. PORTIONS OF A ROOM WITH A SLOPING GEILINI6 MEASURING LE-55 THAN FIVE(5)FEET OR A FURRED GEILINI6 -1E. MEA5URIN6 LE55 THAN SEVEN(1)SHALL NOT 13E CONSIDERED AS CONTRIBUTING TO THE MINIMUM REQUIRED 4 Q 5 MICHAEL ROAD, 7 -9602 WATER HABITABLE AREA FOR THAT ROOM. d OD I I W- Tel. (508) 378-9602 `� IP05T I Fax. (508) 378-2922 ROOFINIG SIDING AND FLASHINIG: r-0x On On I d? JUU � I I I Ht ;o M. B H P05T I I I 1. PROVIDE CONTINUO15 3'-0'WIDE FIBERCLA55 REINFORCED,BITUTHENE,ICE AND WATER SHIELD'AT ALL ROOF EDCf5, O E U1 CENTERED ON ALL VALLEYS AND AT ROOF WALL:INTER5EGTION5 CARRIED 1'-0"UP THE WALL - W D I I V I I VO HALL 2. PROVIDE ALUMINUM STEP FLASHING AT ROOFMIALL AND ROOF/CHIMNEY INTERSECTIONS. () 3'-b" 4'-q" '-3" T- I _ II 3. PROVIDE ALUMINUM FLASHING OVER ALL WINDOW AND DOORS HEAD TRIM AND AT THE CONNECTION BETWEEN ALL 2�� $ < LINE OF _ Q I O PORCH EXTERIOR WALLS AND EXTERIOR DECKS. m FLR.ABV. 4, ALL 6UTTER5 AND DOWNSPOUTS TO BE PREFINI5HED ALUM.COLOR TO BE SELECTED BY OWNER. TILE SHOWER -----_ � I I PER PAN POST LU I I 5. PROVIDE 15#FELT UNDER ALL ROOF 5HIWLE5. - LINEN O p b. AT LOCATIONS WHERE CONCRETE,MASONRY OR STONE STEPS,PORCHES OR PATIOS ARE ABOVE THE TOP OF N e FOUNDATION WALL AND IN CONTACT WITH THE WOOD FRAMED,EXTERIOR WALL,THE EXTERIOR WOOD%EATHINI6 SHALL t- ti BE REPLACED BY CEMENT 130ARD OF THE SAME THICKNESS.FLA5HINI6,EXTERIOR HOUSE WRAP,SIDINIG AND SEALANT P05T P05T POT GO Q I I TO BE INSTALLED TO AVOID WATER MIGRATION AND INFILTRATION I I I I SD INSULATION AND VENTILATION: I OOP I P05T I I POST 11 zs_45" © ' r POST I. BASEMENT VENTILATION:MECHANICAL VENTILATION REQUIRED FOR OCCUPIABLE BASEMENT SPACE SHALL CONFORM TO441 THE REQUIREMENT5 OF'180 cMR 3b AND OTHERWISE TO THE REQUIREMENTS OF THE BOLA NATIONAL CODE,APPENDIX A. 6 I Po5 o G B B I 2. ATTIC VENTILATION WITH A CEILING VAPOR BARRIER:PROVIDE AT LEAST ONE(1)SQUARE FOOT OF FREE AREA FOR O I I O O 5HEARWALL EACH THREE HUNDRED 000)SQUARE FEET OF CEILING AREA. � � 11 CB �3. ATTIC VENTILATION WITHOUT A GEILIN6 VAPOR BARRIER:PROVIDE AT LEAST ONE(1)SQUARE FOOT OF FREE AREA -1 Q I I Q FOR EACH ONE HUNDRED-FIFTY(150)SQUARE FEET OF GEILI%AREA. I BEAM ABOVE _ _ PORCH o %4X6 DEGKIN6 4. THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE A MOISTURE BARRIER AND PROPERLY INSULATE ALL WALL5 AND Q LL I t!J I C---------- -- 1 GEILIWGS TO AIR LEAKAGE INTO UNCONDITIONED SPACES. Z J P05 8"xb" DEGORATIVE GLMN. Z s. IF MECHANICAL,ELECTRICAL OR PLUMBING EQUIPMENT IS TO BE PLACED IN ATTICS,EVES,OVERINANGS AND OTHER ,�.T N OVER 4X4 P.T.POST,TYP. I SIMILAR UNCONDITIONED,UNINI5ULATED SPACES,THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE A PROPER ENCLOSURE, AM I LY R00H LU �..� < INSULATION,DIRECT VENTILATION,ETC.,TO AVOID MI015R'RE,CONDENSATION,FREEZE THAW,ICE DAMMINI6,AND OTHER O 0 `a`A V LL r 51MILAR 155UE5. II 6. MEGHNICAL VENTILATION REWIRED FOR OCCUPIABLE BA5ENENT SPACE SHALL CONFORM TO THE REQUIREMENTS OF J d - -- -------- ----- -----_--- - SOFFIT ABO -- -------- -180 CMR 36 AND OTHERWISE TO THE REQUIREMENTS OF THE BOLA NATIONAL CODE,APPENDIX A. m N O I POST ->- - ---------- ---- - --- ---- T. PROVIDE CONTINUOUS SOFFIT VENT5 OR CONTINUOUS VENTED DRIP EDGE AT ALL SOFFIT OVERHAW-6. I +'� H 8. PROVIDE CONTINUOUS RIDGE VENT5.SEE BUILDI%ELEVATION FOR EXTENT. (V I TEPS T GRADE Q II AS D 12'-10° �-0rr -�1 on -��-0x b'-0° r-0ri '� O 9. PROVIDE CONTINUOUS PITCH BREAK VENTS AT ALL ROOMM ALL INTERSECTIONS WHERE SOFFIT VENTS ARE INSTALLED. '� U Q) PLUMBINI6: J IL i I V �7 � I I - M 1. ALL SANITARY LINES WITHIN HALLS AND FLOORS ADJOININIG LIVINH6 SPACES ARE TO BE 50M INSULATED. B O I I i O 2. ALL PLU4BIN6 WITHIN HALL OR FLOOR CAVITIES WHICH BORDER UNCONDITIONED SPACES,ARE TO BE INSULATED AND ON THE HARM 51M OF THE CAVITY INSULATION TO AVOID FREEZING. � v- 0 SMOKE 4 CARBON MONOXIDE DETEGT�S/ALARMS O ^ I. COMBINATION 5N40KE AND CARBON MONOXIDE ALARMS ARE ACCEPTABLE PROVIDED SAID ALARMS HAVE HAVE POST POST C) 5MLATED VOICE AND TOE ALARMS THAT CLEARLY DISTINI6UISH BETWEEN THE TWO TYPES OF EMERGENCIES. IF A '1� COMBINATION ALARMS ARE TO BE USED THAN ALL REQUIRED CRITERIA FOR SMOKE AND CARBON MONOXIDE 5HEARWALL O O ii- DETECTORS NEED TO BE MET. XY 2. FIRE DEPARTMENTS ARE REQUIRED TO INSPECT,UPON SALE OR TRANSFER,ALL DHELLINl6 UNITS FOR REQUIRED SMOKE AND CARBON MONOXIDE DETECTOR5. `n n 3. CONSUMERS SHALL CHECK WITH LOCAL BUILDING AND/OR FIRE OFFICIALS FOR ACCEPTED ALARM TYPES AND v "- i LOCATIONS FOR PROPER INSTALLATION IN ACCORDANCE WITH ALL APPLICABLE CODES AND RE6U ATION5 5N10KE ALARNTS/DEIEGTORS: O O I. ALL ONE AND THO FAMILY PH EH IW-6 SHALL BE EQUIPPED WITH A HOUSEHOLD FIRE WARNING SYSTEM. ALL x x r x x x r n r x � -n D- DEVICES 5HALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE CODES,MANUFACTURERS 61 -5 8-2 b-5 4-O 5-4 YJ O 5-8 i l` V INSTRUCTIONS,AND LI5TI%CRITERIA. 21'-0" 23'-0° 3'-0x 2. SMOKE DETECTORS ARE REQUIRED TO BE PERMANENTLY WIRED TO AN AG PRIMARY PO4 R SOURCE AND 5HALL HAVE SECONDARY(STANDBY)POWER SUPPLIED FROM MONITORED BATTERIES. 4T-0" 3. WHERE MORE THAN ONE SMOKE DETECTOR 15 REQUIRED,ALL REQUIRED DETECTORS SHALL BE INSTALLED SO I THAT THE ACTIVATION OF ANY DETECTOR SHALL CAUSE THE ALARM IN ALL REQUIRED SMOKE DETETORS IN THERAC DWELLING UNIT TO SOUND(MIN.65 dBA AT 10 FEET,15 d0A IN BEDROOMS) a ^F1 vT 4.SMOKE DETECTORS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: y { ) LT I J) (_z A) IN THE IMMEDIATE VICINITY OF BEDROOMS pCT B��n��6C 0 sTPlUCTURAL cao B) IN ALL BEDROOMS p�3 Q rT' . G) IN EACH STORY OF A DWELLING UNIT(INIGLUDINl6 c II © BASEMENTS 4 CELLARS)FOR EACH 1,200 SOFT.OR PART THEREOF. t�' '� 5.PHOTO ELECTRIC SMOKE DETECTORS ARE REQUIRED IF LOCATED A��9�CI WTHIN 20 FEET OF A KITCHEN BATHROOM FIRST FLOOR PLAN F ) 6. HHEN ONE OR MORE 5LEEPING ROOMS ARE ADDED OR CREATED TO AN E 15TING DWELLING,THE ENTIRE BUILDING "-, SHALL BE PROVIDED WITH SMOKE DETECTORS DESIGNED AND LOCATED AS REQUIRED FOR HEW DWELLINGS. A � CARBON MONOXIDE ALARNISMETECTORS A q I. ALL ONE AND TWO FAMILY DPELLIW-6 SHALL BE EQUIPPED WITH A HOUSEHOLD CARBON MONOXIDE HARNIN6 1/�}» = 1 5Y5TEM. ALL DEVICE5 SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE CODES, These drawings and specifications were prepared for use at the location Indicated hereon. Pvbl(cation and use is expressly MANIUFAGTURER5 INSTRUCTIONS,AND LI5TIN6 CRITERIA. limited to the Identified location. Re-use 2. CARBON MONOXIDE DETECTORS SHALL BE LOCATED ON EVERY LEVEL OF THE DWELLING UNIT INIGLUDINI6 or reproduction by any method,In whole HABITABLE PORTIONS OF BA5EMENT5 AND ATTICS. ON LEVELS WITH SLEEPING AREAS THE ALARMS SHALL BE or In part, m Prohibited without the PLACED WITHIN TEN FEET OF THE BEDROOM DOORS. written permission of HPA Deslgn.Q200 I 3. THE FOLLOWINI6 TYPE5 OF ALARM5 SHALL BE ALLONED: SHEET: A) BATTERY OPERATED WITH BATTERY MONITORINI6 B) PLUG-INS WITH BATTERY BACK-UP c) KWO411RED WITH BATTERY BAGK4UP _ D) LOW-VOLTAGE SYSTEM E) HIRELE55 AR o F) QUALIFIED COMBINATION SMOKE AND CARBON MONOXIDE ALARM JOB NO. 20050520 ---- - --------- -- - -- ------- -------- --- ------- -------------- -- -- ----------- - ----- ----- ------------ -- --- _-- -- - - .. - - - - ----- ----------------- - -- -- --- ------- - -- I DATE: SEPTEMBER -7, 200-7 BRAWN BY: RWB oontacti9hpode5ign.6om CHECKED BY: HPA/DD PATH: MOHAN/ 20050320_GD5 G A SCALE: SEE DRAWING REVISIONS: # DATE DESC. 0 q/26/01 155. FOR PERMIT 1 10-5-01 155. FOR GONSTRUGTION 2 5-1-1-08 REVISED PLANS W/ BALG. I ------------- -- ---------- ------------ ———————— I — — 42'-0" 131-6" 10'-2" 18'-4" 8'-4" 5'-2" 5'-1" 5'-I" 5'-2" 5'-2" 8'-0" =- ...... ..... HPA Design, Inc. AG R : 000a©oo L N Kt MPE D SHEARWALL I' ----------- ---- --- ----- ----------- --- P05T BEAM ABOVE P05TI I 36"X36" c� p SLP. 1 11 5 3'-10" Q »> m ,r, GL6. I a6 m 200 Stonewall Blvd, Suite 5 - s E I ..............: I BEAM ABC E % >r` ._ B -----L------- ----- --- P05T -— ——— Wrentham, MA 02093 A3.1 P05T 3'-6" l'-10" BUILT IN SEAT 508.384.8838 (T) # BATH - BEDROOM 3 BED OM I I - —— ?> ' 508.384.0483 (F) 4 II 4 --------- O ............ v_ --------- contactohpadesign.com O I P05T PITCH II II 6' 6" 3' 4" 3' 8" 1'-2" I61-4" I1 '-O" PITCH _ www.HPAdesign.com 22068 I BAR BREAK —— ——————— 5 I I I 5D I 1 RAILIN6 2:2668 0 1 W/BALU5TER5 I I J 668 ———PL 6 5H———— `; I(,,J666 ON TOP OF P05T POST POST 4' WIDE WALL W/GAP I Q 4 E -- A m „ cv N A3.1 "' m — —— 3-8 (LAND) 5-O T® O \� PITCH • N PL 8 5H P05 `p BM ABV ON I5R I o �> �`� DWD ENGINEERING, INC. 5E) GO —,I-- _—— m I m `�� 5 MICHAEL ROAD, E. BRIDGEWATER i a `\ Tel. (508) 378-9602 LE P05T � � I I o X6 WA ��\ I (( )) 3 I 5/4X61D�GKIN6 j Fax. (508) 378-2922 �// OVER P.t.15LEEPER5 36"H RAIL crEPDM i gBBER ROOF POST n � W/BALU5TER5 LOFT' 4,�„ 51_4" p 3' 8" 0 4'-0" 5'-10" IS'-8" I I I BATH '' N OPEN TO o I I N � 4 BELOW Z I i BILL ONY I'D 5'-0" TUB I I I BUILT IN SEAT P05T a I I A5.1 LU, IP05T i III III P05T PL $ 5H ----1-- ———— INEN �m`0 m I I ml O � PITGH Q I IP05T BEAM ABOVE L 22668 — — -------- -- — P05T ------------� - T—— 1 > 210�0� BALCON 5D 1 ° E: 6X6 NEWEL P05T € BUILT IN SEAT W/GAP,TYP. a -- ———————— ------------- -- -----—— —————— ——— I ax I I 3i 7 4LL 1 I f cad , ,'° — V T _ ----- ------------- ------------------------ \ BEDROOM #Z;r N O I I I I 3 SE B/A3.2 SLOPE 12'- I SLOPE v T 5 O 7 t(� GEILIN6 GEI N6 1 GEILIN6 I ALIGN O U II A5GIA < } o 3. 1 -------JI Q A �l LU LU 5HEARWALL Z 1 IT-11" 2'-8" 5'-4" 51-0" 21'-0" 21'-0" V 42-0„ l O Nb. 4 � w� 1)oMENIG W. M4 � 08ANGELO m E% STtUCT131 No.35062 o�O GIs r 4 Qa These drawings and specifications were SECOND FLOOR PLAN prepared for use at the location indicated hereon. Publication and use is expressly limited to the Identified location. Re-use A or reproduction by any method,in whole (� or in part,is prohibited without the /�� = �� written permission of HPA Deslgn.Q2001 SHEET: A IR 0 1 zlp:�- JOB NO. 20050520 ------ ------ ------- DATE: 5EFTEME3EF, -7, 200-7 DRAWN BY: FNB 6ontcir-t(ghpcide51qn.rom CHECKED BY. HPA/PP PATH: MOHAN/ 20050320CDS SCALE: SEE DRAWING A REVISIONS: # DATE DESC. 0 c1126101 155. FOR PERMIT 1 10-5-0-7 155. FOR GON5TRUGTION 2 4-18-05 WIN. / 5GH. HODIFIGATIONS 2 5-ci-05 REVISED PLANS N/ E3ALGON'r ------------------------------------------------------------------------------------------ --------------------------------------------------------------------------------------- ................ ............... 42-0" 01 231-511 I II- HPA Design, Inc. ................ _ --_-- a R --- ---------- .c 0000©ao II , I © I p I I % --———————— —- 200 Stonewall Blvd, Suite 5 1 12 PITCH ................ .............. SLOPE ............... Wrentham, MA 02093 ......... ..... UP .................. ................ L -T pqGH- ..................... yooB ------- 71 —— ———— 508.384.8838 (T) ................... .... ....................... .............................. 508.384.0483 ................. ............... ............ ............. .......................... ....... ... ................ .............. 7 BEDROOM #5 contactehpadesigncom 1z ——————————— .................. RAILING ......................... . ............. ----------O ................ .......................... .............. W BALUSTERS� .............. ..... ON TOP OF 4"' WIDE NALL W CAP www.HPAdesign.com V-6-10" H.NALL 5LOPE UP PITCH —J 7 lix 11 AE / 1 5D < 5HONER I I 6.0 2 PN'C7 I FE7 BALGONY A �z I/FI ?74 11 1 DWD ENGINEERING, INC. 31-f (LAND) 5-011(bT1@10'E 41-411 4-4" fe --------------'01 %X6 DECKING 5 MICHAEL ROAD, E. BRIDGEWATER qz DN VER P.T.5LEEPER5 Tel. (508) 378-9602 4 EPPM RUBBER ROOF Fax. (508) 378-2922 BATH zL 2 1 1 50 +1-6'-10" H.NALL z .-11 1 1 1 1 'It -�N-CVL- -11, t OPEN (D N A.P. TO Go PITCH /PL 4 5H14 O ................ BELOW -1011 Ln 11-01, 5-01'5-b" 11 11 1 AN 1— z 10 10 6X0 NEWEL P05T W CAP,TYR III � SLOP I L UP I LOFT j 4 III 16t O O SLOPE 12 IP TCH UP L-----------J L -1 L- ------------- F---- --------- --- 10, W-511 e- J PROVIDE Q) z GHEEKNALL BA L G. Ti FLA5HIN6 @ NALL CAP FLASHING 51DENALL --- ----- < 11 --------------------------------- LU TO BE 9JPPLIEP 4 IN5TALLED 5' ------------ ----- ------------ ROOFING CONTRACTOR T- 251-511 56"H RAILING N/ &X(q NEWEL P05T BALU5TER5 N/GAP,TYP. PLATFORM ON ——--------——--—--—---—------------- LL TOP OF ROOF (146T. TO ALLON FOR TERMINATION OF BALL.RAIL z %X(b DEGKIN6 LU OVER P.T.5LEEPER5 I I i EPPM RUBBER ROOF D 7- W L LU L ---------------------- < D- D- D- �'0,hAAAAI '00F Ass Q) E P, EL 0 STRUCTURAL GS1 ATTIC 1 /2 STORY 4 � � There drawings and specifications were rrepared for use at the location Indicated ereon. Publication and use 15 ex=y limited to the Identified location. e 1/4 or reproduction btan,method,in whole I Ited or In Part,Is proh without the written permission of HPA Pe5Iqn.C)200-7 SHEET: P7 At A 'RO Q)) "X 5H0jR t2 -4 JOB NO. 20050520 DATE: 5EPTEMBER -7, 200-7 DRAWN BY: RWB contact©hpcide5 ign.com CHECKED BY: HPA/DD 4'-011 121-0 4'-0" 12'-0° PATH: MOHAN/ r- -------------------- -i 20050320_GD5 N SCALE: SEE DRAWING r----------------i 4 I wl I 1 LUI� I i w REVISIONS: E DESC. s� ol� I c° w O g/26/0-7 ISS. FOR PERMIT m I �Ic) 10"WIDE GONG.WALL un�Im w/2x4 KEYWAY INTO I I i X 1 10-5-0'7 ISS. FOR GONSTRUGTION t�l 24" WIDE x 12" DEEP N 2 5-g-Ob REVISED PLANS W/ BALGONY 4 I QI- CONTINUOUS GONG.FOOTING w N I I 4'-0" MIN. BELOW FINISHED I I v 6RADE ON UNDISTURBED I I I p 3 5UB-6RADE.(TYPICAL) I I1z _ I ----- `� C o 5ARAH I TYPICAL SLAB CONSTRUCTION i I S Z- 4"GONG. SLAB b"COMPACTED 6RAVEL I ------- v I I Uj X I r--------------- � 4 I l l I w x P I I 0 � I I ............... X ------- ------- ................ HPA Design, Inc. •fl I gOlo OVERHEAD 6ARA6E DOOR I I I ------- R.:...0 000 E❑©00 I GLOPAY 'COACHMAN COLLECTION' II I _———_——J N I I L-------- A 200 Stonewall Blvd, Suite 5 L ---- DEPRESS CONCRETE---- - J 2:2x8 HEADER 2:2x10 HEADER ... ------ IT SLAB >: :>s: BELOW 2'-8" � Wrentham, MA 02093 5'-2" 9'-8" I'-2" - b' O" Ib'-0 _ 508.384.8838 M < `< 508.384.0483 (F) FLOOR PLAN FOUNDATION PLAN CEILING FRAMING ROOF FRAMING . r contact®hpadesign.com 1/4„ = 1' 1/4 010 = it 1/4 vp _ 1' >>> www.HPAdesign.com COR-A-VENT RIDGE VENT IXb RAKE W/ Ix2 TRIM LINE of DWD ENGINEERING, INC. ICE WATER 5 MICHAEL ROAD, E. BRIDGEWATER ROOF 5 (508) 378-9602 HN6LE5 Fax. '(508) 378-2922 ------ - SHIELD 12 I2 b _ b� TOP/PLATE — A5.1 �—-- --——————————— Ixb COF NER TOP/PLATE TOP/PLATE I BOARDS(TYP) WD D. 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Grate 2 A5.1 `' `0 STRUCTURAAL No.3 062 TOP/5LAB TOP/5LAB — TOP/5LAB TOP/5LAB 4" CONCRETE SLAB tt `r �L--------------------1-F-- - -1 `t -I------------ ------------ � eeeone"pared rgcae of t e location o atio Indicated ----------- Publi There rawin s an specifications were limited to the Identified location. Re-use BOT/GONG. BOT/GONG. BOT/GONG. or reproduction by any method,in whole or In part,is prohibited without the written permission of HPA Design.02007 SHEET: REAR SIDE SECTION , G H I ARoAD 1/4» -1, 1/4" = 1' 1/4" = 1' JOB NO. 20050520 DATE: SEPTEMBER -7, 200-1 DRAWN BY: RWB 4 A5.I contact®hpcade5ign.com s GOR-A-VENT 12 CHECKED BY: HPA/DD RIDGE VENT 12 PATH: i MOHAN/ i 20050320_CDS i FIBERGLA55 5 ROOF 5HIN6LE5 i A5.1 SCALE: SEE DRAWING i InI �I I^I SCHEDULE � f..� — -- -- Y YI I `DO Y DOOR ` C EDU E REVISIONS: T 12 / 2 2 # DATE DESC. O cl/26/0'7 155. FOR PERMIT LINE OF \ MANUFACTURER: ANDER5EN 400 5ERIE5 ICE $ WATER TAG MODEL# DE56RIPTION I 10-5-07 I55. FOR GONSTRUGTION SHIELD �� \ TEMP 5. $.. I TERS 2 A TW21052-2 DOUBLE DOUBLE-HUNG 2 4-18-08 WIN. / SGH. MODIFICATIONS B TH21052 DOUBLE-HUNG 2 5-9-08 REVISED PLANS W/ BALG. \ G GIR30 FIXED CIRCLE \ III I D TW2046/TW210510/TH2O46 DOUBLE-HUNG COMBINATION UNIT \ I WHITE CEDAR ICE $ WATER E FW660611 FRENCHHOOD GLIDER 3RD FLOOR SHINGLE SIDING SHIELD F FNH31611 FRENCHHOOD HIN6ED NE 4" TO THE HEATHER ILINE IOFI 6 AN251 51N6LE AWNING 3 \ \ FLASHING 6t AK251 51N6LE AWNING,TEMPERED A5.1 _ I Ix8 CORNER H TW21046 SINGLE DOUBLE-HUNG \ - WDW H ICE $NE OF WATER BOARDS(TYPJ Ht TW21046 51N6LE DOUBLE-HUNG,TEMPERED J TH2032 3 TRIPE DOUBLE HUNG / \ \ 5HIELD L LINE OF -- — — — — — <<`' `' K TW2432 SINGLE DOUBLE-HUNG I \ FLASHING RAIL $ BALLU5TER 5Y5TEM Kt TH2452 51N6LE DOUBLE HUNG,TEMPERED 5. \ 36"FROM TOPMECK TO L TW21046-2 DOUBLE DOUBLE-HUNG \ \ \ M OMIT OMIT ' HPA Design, Inc. p \ 12 ----_ - ---- - - -- --- N AN21 SINGLE AWNING 9 \\ \ 12 P AN21-2 DOUBLE AWNING ,, O R._..CDOT❑E© T❑ S❑ D T 00 FIBER6LA55 \ NEWEL 12 2NO FLOOR64 1 OVERHANG TO— —ROOF 5HIN6LE5 _ — — PQ5T �6— ALIGN R00F �� Ix8 CORNER WHITE CEDAR IMPORTANT!!! FASCIAS _ _ __ _ _ __ 200 Stonewall Blvd Suite 5 SHINGLE SIDING ___. HPA DESIGN HAS MADE ALL REASONABLE EFFORTS TO INSURE THE ACCURACY OF THIS SCHEDULE. HOWEVER,DUE TO FACTORS BEYOND OUR CONTROL,HPA DESIGN """ ARD5 TYP. — -- -BQ i --- �� -�- �� - - � CANNOT MAKE ANY 6UARRANTEE OR WARRANTY REGARDING THE ACCURACY. GENERAL CONTRACTOR SHALL VERIFY ALL WINDOW,DOOR,d TRANSOM SIZES,COUNTS,6 4 TO THE WEATHER X TRIO LOCATIONS PRIOR TO PLACING WINDOW ORDER AND COMMENCING WITH GON5TRUCTION. HPA DE516N WILL A55UME NO LIABILITY FOR BUILDER'5 FAILURE TO DO 50. Wrentham, MA 02093 G S"FYPON FLAT :'s 508.384.8838 M SQUARE P05T WRAP Q --- AROUND 5TRUGTURA P05T,TYPICAL 508.384.0483 (F) Q 51 N O GRA MA Ej B contactohpadesign.com 5E E5 D R , .................. I5T FLOOR As.l s. !r » www.HPAdesign.com ( r.:::::::::::::::: Jl VENT VENT I 5TEP5 TO 6RADE VENT VENT VENT 1 A5 REQUIRED BEYOND BEYOND I BEYOND I i i DWD ENGINEERING, INC. L______ —————————————I 5 MICHAEL ROAD, E. BRIDGEWATER --------------------------- 1T ------ ------------------------------------- —I I -------------- -------------------------------------------------------------------------------------� Tel. (508) 378-9602 Fax. (508) 378-2922 FRONT ELEVATION A 4 1/4" = 1' A5.1 I COR-A-VENT RID6E VENT \ F IBER6LA55 ' / � \\ ROOF SHINGLES 5 \ A5.1 \ \ WDW.HD. \ 12 \ — \ z LINE OF \ ICE $ WATER _ \ 5HIELD / WHITE CEDAR © \\ LU 2 5 N6LE 51DIN612 \ T� LINE OF 4" TO THE WEATHER ------------ - ICE $ HATER 6 FIBERGLA55 3RD FLOOR ——— 3RD FLOOR l O III 5HIELD AS.I ROOF 5HIN6LE5 v LINE OF 3 C) FLA5HIN6 A5.1 2 Ix3 CORNER 12 1 K BOAR05(TYPJ 12 - _ _ --- Ul2 — — RAIL $ BALLUSTER SYSTEM i LINE OF Kt K 1 � O 1c) 36 FROM TOPMECK TO , FLASHING O v TOP/RAIL ——— L / FLASHING i/ QLU NEWEL / FIBERGLA55 O 0 POST FIBERGLA55_ — — / ROOF SHINGLES— —2ND FLOOR \ 12 2ND FLOOR _ - ROOF SHINGLES -- -- -- � � (� O �/ lU J^C� ' l2 5" FYPON FLAT - / \ A5.1 WDW.HD. t,k&AA®®� SQUARE P05T HRAP _JL L / 77 �L Q � of nnAssa AROUND 5TRUGTURA �hG P05T,TYPICAL PROVIDE H NDRAIL5 PROVIDEDRAIL5 AT 5TEP 6RADE G AT STEP 6RADE © AQ.- R�9 _ WHITE CEDAR 5HIN6LE 51DIN6 O X, RfGI ---- 4" TO THE HEATHER �FE 2 — — — — _ _ I (5T FLOOR xx 4 These dro"ings and specifications were prepared for use at the location Indicated hereon. Publication and use is expressly t I- limited to the Identified location. Re-use LANDING AND 5TEP5 or reproduction by any method,in whole VENT 5TEP5 TO 6RADE VENT LANDING AND 5TEP5 VENT I or in part,is prohibited Without the BEYOND A5 REQUIRED TO GRADE A5 REQUIRED TO 6RADE A5 REQUIRED written permission of HPA Design.Q200"7 I I I SHEET: REAR ELEVATION ��------=---��------------------------------------- ---- - -------------------1� Az::jQp ' B ------ ------------ ------ o 1/4►, = 1' JOB N0. 20050320 DATE: SEPTEMBER -7, 200-7 DRAWN BY: RWB COR-A-VENT RID6E VENT GontoGt®hpodeslgn.Gom I I I CHECKED BY: HPA/DD 1 I PATH: MOHAN/ 20050520_GO5 FIBER6LA55 / I ROOF 5HIN&LE5 / A5.1 SCALE: SEE DRAWING / A5.1 LINE OF REVISIONS: SHIELD HATER # DATE DESC. COR-A-VENT O cl/26/01 155. FOR PERMIT RID6E VENT 1 10-5-0-7 155. FOR GON5TRUGTION 2 4-18-08 WIN. / SGH. MODIFICATIONS 2 5-Q-08 REVISED PLANS W/ BALG. 2 / H � \ A5.1 FIBER6LA55 _ - OF 5HIN6LE5 12 / 12 'll12 6 12 3RD FLOOR �� 3RD FLOOR 1 \ LINE OF / ICE i WATER / SHIELD _. W.HD. �� \ --- ---------------- 0 --- - ---- HPA Design, Inc. }{ H 4 oR000a000 2ND FLOOR 2ND FLOOR - 200 Stonewall Blvd, Suite 5 — FIBERGLASS- WHITE CEDAR ROOF 5HIN6LE5 IA)CORNER I ' � SHINGLE SIDING - ---- - 4"TO THE WEATHER BOARDS(TYP) �'E Wrentham, MA 02093 508.384.8838 M Ll F131 WDW.HD./ \ Q ........................... oI I I I I I VENT FOR - - contactohpadesign.com Ht 6 6A5 FIREPLACE r- B TEMP £ 2 15T FLOOR � �' � 5 t w ' $ a jn'z.?: VENT VENT VENT VENT VENT I DWD ENGINEERING, INC. I 5 MICHAEL ROAD, E. BRIDGEWATER Tel. (508) 378-9602 I I Fax. (508) 378-2922 GOR-A-VENT R106E VENT II I F----- ---------------------------- ---------- � RIGHT ELEVATION LINE OF 1 I I ICE d WATER I I FIBER6LA55 ROOF 5HINOLE5 1/4 SHIELD ---- ------I I I GOR-A-VENT I RIDGE VENT I I - --------- --- --- -- I I I I 77 I I Z E E 56" H16H RAIL ( 2 $ BALLUSTERS I -- - - -- ---- -- - I_ I I I 12 _ I RAIL $ BALLU5TER 5Y5TEM Q 6 Q 3RD FLOOR 36"FROM TOP/DEGK TO TOP/RAIL O NEWEL FIBERGLASS PO5T I ROVIDE LEADERBOX® 5CUPPER5 ROOF SHINGLES I INTO DOWN5POUT5 FOR ROOF DECK I < LU -- I v/ -j I I I H I RAILI d BALLU 5Y5TEMLl `� 6 i�ROM TOF TO 5. L- V - ITOP/RAIL IF7 LINE OF ICE & WATER O 5HIELD �' NEWEL FIBER6LA55 FIBER6LA55 12 (� 2ND FLOOR - — -P05T_ �OOE5HIN6LE5 ROOF 5HI.N6LES — �6 O O n/ SCUPPER SCUPPER ------ - SCUPPER - - -- -------- � u- � � - u- WDW.HD. - - _I 8l YP6 I F LAT N � ss9� O POST, I AL \� ® 4 I I J RUGTURAL I � � DOl�EN9C W. I O \ 4 I I I DeANGELO `4 v STRUCTURAL No.35062 O O I F WHITE CEDAR / I I O /SHINGLE SIDING / ;. 2 3 4" TO THE WEATHER 15T FLOOR A - These drawings and specifications were prepared for use of the location Indicated — fi _ r — hereon. Publication and use is expressly L L J E_ limited to the Identified location. Re-use T_� LFE 17or reproduction by any method,in whole VENT VENT VENT VENT YEN VENT or in part,is prohibited without the BEYOND BEYOND BEYOND BEYOND BEYOf D BEYOND written permission of HPA Design.0200 i SHEET: LEFT ELEVATION Q Q I I I I ---------------------L --------� r �---------- r�------------------------------ r-------------- - A B � O � 1/4» = 1' JOB NO. 20050520 DATE: SEPTEME3EF, -7, 200-7 DRAWN BY: RNE3 i I r-ontor-t,@hpode51qn.Gom LOCATE R1067E BEAM 52.1 CHECKED BY: HPA/DD To ALLOW FOR GROWS FOOT CUT ON SHED 12 RAFTER5 12 PATH: MOHAN/ 20050520CDS 12 RIDGE BOARD SCALE: SEE DRAWING 'B-0-J015T5 BEAM REVISIONS: # DATE DESC. SEE FRAMING4 B.O.J015T5 11 11 1.JOIA(5E4 FRA NG) 0 C1126101 ISS. FOR PERMIT 1 10-5-0-7 15S. FOR CONSTRUCTION 2 5-cl-Oa REVISED PLANS N/ E3ALGONY r m 4 LOFT r2 BATH 5.. 2 4 BUILT -U �\ 2 12 PLATE F LINE OF DOF—/\ AT NEA 310E 3RP FLOOR 5T5#E FR E BEAM BEAM BEAM TER5 ............ 12SEE FRAMING N6 5EE FRAMINFRAMINGF FLOOR PLA MOM ol .. ......... 12 TOP Pl .......................... HPA Design, Inc. .............................. ................ .....................C) BATH LOFT - A R C H 0TE Q TFM - .......................... .................... ........... .............................. ...................... .......... 200 Stonewall Blvd, Suite 5 ........................ ........................... 12 ............. 210 FLOOR Wrentham, MA 02093 ............ J 15T5 EE F MIN J015T5(5EE FRAMING) J T5(5EE FRAMING) ................ f .............. .................... BEAM BEAM 508.384.8838 M ............ ........................... ........... 5EE-FRAMIN6 SEE FRAMING ................. ................ ......... __j ................ 508384.0483 (F) >LU ................ .......... o < V contactohpadesign.com MA5TER BATH LU DINING HALL PORCH ........................................= ................ ED C) j I X, CD �T www.HPAdesign.com II II 15T FLOOR JOISTS(5EEFRAMING) Ili J0IJT5(51E F MINC))� JOISTS(5EE FRAMING) CRAWL SPACE P.T.2X-BEARING P.T.2X-BEARING GRANL SPADE BEAM NALL W HALL W 13LOGKIN6 BLO KING .................. 5EE FRAMING -T ABOVEff ABOVE DWD ENGINEERING, INC. 5 MICHAEL ROAD, E. BRIDGEWATER 4"(ONGRETE 5LAB 4" CONCRETE SLAB z FIN.GRADE NOTE: I ff, f Tel. (508) 378-9602 Y BOT/1-00 11 N65 t 0 BE Fax. (508) 378-2922 4'-0"MIN. BELOW IN GRADE ��2.1 OR 6- VER 15 LOCATE RIDGE BEAM TO ALLOW FOP,GROWS LOWER _J FOOT CUT ON 5HED RAFTERS ............... BUILDING SECTION B.O.J015T5 12 MASTER/ DINING BEAM 12 5EE FRAMING 15 < Al, V- :E 3RD FLOOR 7 FRAMING)J015T5(5EE JAMINE) J015T5 5EE �RAMINr 7 T�JOI!�T5 (5EE FP 12 12 BLOGKIN(7 BEAM < MIN6 Ci () C) TOP LATH F < 7- < HURRIGANE z z v >LU CLIP Lu CD C> ED M 4 BATH CL BEDROOM #3 L! Xi r4�A�5 51" LU LU 2NI?FLOOR -A z in -j 5T5 E +MINq I I J015T5(5EE FRAMING) JOISTS D- J015T5(5EE F"MINQ A D- BLOCKING U- D- Q) < �45- ER D OM M C < 3 KITCHEN PORCH ,qNoh FA MA A88A C �� ED N ti - X, DOMENIM < [)epl o M STRU0TURAL No.35062 15T FLOOR i0 5 T5 E FR MIN61 J015T5(5EE FRAMING) 07 1 J015T5 (5EE FRAMING) P.T.2X-BEARIN6 P.T.2X-BEARING CRAWL 5PAGE WALL N1 BLOI CRAWL SPADE WALL W BLOCKING A 1 1 T VE ABOVE i BUILDING SECTION p�- These cirale4ings,and specifications r4ere, 17---———-M-FWX[MATF-LINE- prepared for use at the location Indicated APPROXIMATE LINE 4" CONCRETE SLAB 4"CONCRETE 5LAE3 hereon. Publication and use 15 expressly FIN.6-RAPE NOTE: FIN.GRADE limited to the Identified location. Re-use KITCHEN/ MASTER or reproduction by BOT/FOOTIN65 TO BE oethod,in whole or in port,is prohibited without the 4'-O"MIN.BELOW FIN GRAVE written permission of HPA 0e5Iqn.Q200'7 OR 5LAB. NHIGHEVER 15 LONER SHEET: AP7 Q� 0 IR JOB NO. 20050520 ---------- �I i I DATE: SEPTEMI5ER 1, 200-7 DRAWN BY: RWB contcict@hpcldesign.com CHECKED BY: HPA/PP RI06E BOAR PATH: D MOHAN/ 20050520_GOS -- - - -- -- SCALE: SEE DRAWING REVISIONS: B.O.J015T5 JO T5( E F MIN6 # DATE DESC. 0 q/2(9/07 155. FOR PERMIT 1 10-5-07 155. FOR GONSTRUGTION j 2 5-q-08 REVISED PLAN5 W/ BALG. Q LOFT BEDROOM #5 5. -A 12 I I I I I 3RD FLOOR - J 15T5 EE F AMIN ) I ----- BEAM / 6 HPA Design, Inc. I I ---__ SEE FRAMING A5.1 - - _ _ - oR _ oaooaoo -- dZi LOFT BEDROOM #4 4 BUILD UP FRAMIN6 A5 REQ.TO ALIGN s 200 Stonewall Blvd, Suite 5 Sim 5. - \ WITH TOP/JO15T5 >><'s Wrentham, MA 02093 12 I S RqF 12 2ND FLOOR - — 6 — - ---- 41ST5 EE F AMIN ) JOISTS(5E FRAMING) '' 508.384.8838 M - - Jo15T5(SEE FRAMIN6 _____ 508.384.0483 (F) J contactohpadesign.com www.HPAdesign.com DINING ALL KITGH�N >� MUD ROOM g .................. ................. .................. ................. j I I L.w -._�.., . i I 15T FLOOR J015T5(5EE FRAMIN6) I JOI T5(5 E F MIN6) i I P.T.2X_BEARIN6 BEAM I ---------------------------------------------------- 5DMIC�HAELrROAD, E. RIDGEW TER GRAWL SPACE WALL W/BLOCKING SEE FRAMING i I ABOVE — _ i Tel. (508) 378-9602 APPROXIMATE LINE L ------------ 4 CONCRETE 5LAB APPROXIMATE LINE Fax. (508) 378-2922 FIN.CRAVE z NOTE: FIN.GRADE I BOT/FOOTINC75 TO BE 4'-O"MIN.BELOW FIN GRADE I OR SLAB. WHIGHEVER 15 I LOWER I A5.1 I I i I I � J 6T5(5EE FRAMIN6) B.O.J0I5T5 I RID6E BOARD B H o �S�C BUILDING SECTION , > �a12All I2 �� 12 O 5t5(SEE FRAMM ) B.O.JOISTS 5T5 --E F MIN I � KITCHEN/DINING ,�, �, ,, ��5,, B.Q.JOI5T5 3RD FLOOR Z JOISTS(5EE FRAMING) JOISTS(SEE FRAMIN A \ �9� I BEAM BEA 1/4" 1' i �� \ �GJ \ A5.1 5 FRAMING FR IN6 LINE OF - V \ KNEEWALL — </� �`�� — _ LINE OF KNEEWALL BEYOND — BEYOND o o - l II H RRICANE 0 D O GLIP BEDROOM #2 GL TH LP�U1D. B 0 #3 �--1 O 12 Q l�' 7 V/ LU CONTINUE RAFTER5 12 DOWN TO ALIGN D FA50A w/PORGH 2ND FLOOR — — 2ND FLOOR O FF� RS 12 2ND FLOOR FA56IA JOISTS(5EE FRAMING) JOISTS(5EE FRAMING) O J015T5(5EE FRAMING) III t J 15T5( EE F AMIN � 015T5(5EE FRAMING)� In +/- BEAM S V 5EE FRAMING Q --- AL LU FAMILY ROOM J S A Q- FIE] Q � d 4 D- 0 4 Zo oa _ 0 O o _ Z m o — a"m o 5T� B W.I.G. ck� W MASTER BEDROOM �A I Y M ,� aD o 1 n N N X N f LE Ia- 1ST FLOOR _ Lj 15T FLOOR �� P��N o F MgSs�C — — — J 15T5 EE F J015T5(5EE FRAMING) J015T5(5EE FRAMING) J015T5(5EE FRAMING) DOt�iENIC ��`" <; DeANGELO P.T. 2X_ BEARING CRAWL SPACE P.T. 2x_ CRAWL SPACE WALL W/BLOGKIN6 WALL W/BLOGKIN6 STNo.35062 L A a <R ds ABOVEV �&�I S1 APPROXIMATE LINE APPROXIMATE LINE APPROXIMATE LINE rFs APPROXIMATE LINE 4"CONCRETE SLAB FIN.GRADE 4"CONCRETE 5LAB FIN.6RADE FIN.GRADE NOTE: FIN.GRADE z 19 BOT/FOOTINGS TO BE BOT/FOOTIN65 TO BE Y � 4'-0"MIN. BELOW FIN GRADE Q 4'-O"MIN.BELOW FIN 6RADE OR 5LAB.WHIGHEVER 15 71 OR 5LAB.WHIGHEVER 15 LOWER These drawings and specifications were LOWER prepared for use at the location Indicated hereon. Publication and use is expressly limited to the Identified location. Re-use or reproduction byy any method,in whole or,In part,Is prohibited without the BUILDING SECTION BUILDING SECTION written permission of HPA Design.Q200� SHEET: FAMILY FAMILY/MASTER P Q➢ ' B C AQ� o d 1/4„ _ 1, 1/4„ _ it JOB NO. 20050520 DATE: SEPTEMBER 1, 200-7 8" --- ROOFING SHINGLES DRAWN BY: RWB (SEE WALL SECTION) S-1/4" MAX FROM FIN15HED TREAD/FLOOR DRIP EDGE contact©hpadeaign.com TO FIN15HED TREAD/FLOOR(SEE PLANS) Ix4 CHECKED BY: HPA/DD 9" MIN. (SEE FLOOR PLANS RAKE BOARD FOR ACTUAL DIMENSION) IXIO PATH: 1-1/2" MAX OVERHANG RAKE BOARD 2x8 BAR6E CON5T. MOHAN/ SIDING (SEE Ix2 IxlO RAKE BOARD 20050320G TRIM ROOF RAFTERS _ D5 ELEVATION) Ix TRIM BD. (SEE FRAMIN6 PLAN) IX_ RISER EXTERIOR WALL LINEALU OFM FLASHING GABLE END WALL Ix4 TRIM BD. SCALE: SEE DRAWING CONSTRUCTION +!� #REVISIONS: DATE DESC. DOUBLE 5HIN6LE �YjSGfi�, FACE OF SECOND RISER STARTER ROOFING SHINGLES fii /�N TO BE 3 TO FADE 15 (SEE WALL SECTION) O q/26/07 ISS. FOR PERMIT 1/2" COX PLYWOOD 1 10-5-01 I55. FOR GONSTRUGTION aTfi�fiss HEADER WITHIN FLOOR LINE OF DRIP EDGE SHEATHING ALUMINUM J FRAMING FLASHING 2 5-Q-05 REVISED PLANS VV BALD. 3" FLA5HIN6 PLYWOOD IX3 @ 200 SUB-FLOOR x1-3 I Rl1v1- GUTTER BEYOND ROOFING 5HIN6LE5 FLOOR FRAMIN6 WHEN PARALLEL 2x8 RAFTER TAILS TO 5TRIN6ER SHOWN DOTTED FLOOR JOISTS OR STAIR LAN61N6 Ixb TRIM Ix6 FASCIA BOARD (SEE WALL SECTION) (SEE FRAMIN6 PLANS) DRIP EDGE FASTEN 2X4 TO HEADER FOR ADDITIONAL BEARING 2x4 NAILER 2:2X_ OR LVL RIM BOARD ALIN WATERTABLE (SEE FRAMING PLANS) TRIM w/TRIM AT PORN Ixb FREIZE BOARD Ix4 BLOCKING Ix6 FASCIA BOARD 6,G. SHALL CONFIRM THAT REQ'D.STAIR METAL Ixb CORNER BOARDS HEAD ROOM 15 MAINTAINED. J015T HANGER Ix SOFFIT AT LOCATIONS WHERE STAIR 5TRIN5ER5 51DIN6(REFER TO ARE PARALLEL TO FLOOR FRAMING. ELEVATIONS FOR MATERIAL) I/2" COX PLYWOOD „ „ HPA Design, Inc. BLOCK BETWEEN AND UNDER STRIN6ER5 FOR SUPPORT AND ATTACHMENT OF STAIR 5TRIN6ER5 SHEATHING I' 2 Ixb PINE FREIZE BOARD GABLE END WALL 11 0 R....0 0 T❑ E❑©0 0 OVERHANG STAIR DETAIL STAIR DETAIL 1 2 r RAKE DETAIL RAKE DETAIL 5DIN6(REFER To `'``'` 4 lr-1,-0r ELEVATIONS FOR MATERIAL) ' 200 Stonewall Blvd, Suite 5 ----------- — >'> Wrentham, MA 02093 508.384.8838 M 508.384.0483 (F) contactohpadesign.com R_* BATT INSULATION R=* BATT INSULATION 2 W/KRAFT FACE OR W/KRAFT FADE OR 4 MIL PVG VAPOR BARRIER 4 NIL PVC, VAPOR BARRIER >I,�`= www.HPAdesign.com 12 INSULATION BAFFLE 12 INSULATION BAFFLE 1/2" PLYWOOD 5HEATHIN6 5EE ELEV. I" MIN. AIR SPACE I" MIN. AIR SPACE SEE ELEV. ROOF RAFTERS ROOF RAFTERS CEDAR SHINGLES 2X8 RAFTERS LING W/ IX3 WOOD STRAPPING W/ IX3 WOOD STRAPPING FUR DOWN BOTTOMS OF EACH RAFTER( FUR DOWN BOTTOMS OF EACH RAFTER 4" TO THE WEATHER JOISTS (PARALLEL TO RAFTER) IF REQUIRED TO INSTALL DWD ENGINEERING, INC. CEDAR HIN6LE PARALLEL TO RAFTER) IF REQUIRED TO INSTALL INSULATION AND MAINTAIN AIR SPADE 5 MICHAEL ROAD, E. BRIDGEWATER 4" TO THE EA THE INSULATION AND MAINTAIN AIR SPACE Tel. (508) 378-9602 IX6 FASCIA Fax. (508) 378-2922 \\ 'FINISH' ON IX3 WOOD HURRICANE /SCROLLED IX6 SOFFIT z Ix3 STRAPPING @ 16 O.G. z Ix3 STRAPPING I6" O.G. HURRICANE TIE I/4" PLYWOOD N \ 5 IN6LE —1 BENT TO ACHIEVE FLAIR — WINDOW EYEBROW [L STRAPPIN6 @ I6" O.G. (5EE u O R_* HIGH DENSITY ROOFING SPECS R= HIGH DENSITY ROOFING SPECS M BATT INSULATION PLANS FOR FINI5HE5) BATT INSULATION SEE SECTION FOR NOTES SEE SECTION FOR NOTES LU W/4 MIL. PVC, VAPOR BARRIER Z W/ 4 MIL. PVG VAPOR BARRIER 2X6 BLOCKING � � � � � LINE OF ALUMINUMmv. .DRIP EDGE OO 2X_ EXTERIOR WALL '�' "� v 6wB T 8 P SIDING (SEE TRIM BEYOND v � 6WB. T S P 2x4 PINE BLOCKING ELEVATION) CONSTRUCTION (SEE T(P. INTERIOR WALL w/ — WALL SECTION) EXTERIOR WALL W/ WINDOW TRIM 3 I/2'P BATT ONE US DEN $ BATT ONEUS DEN 63 SOFFIT 5PEG5 IX5 WINDOW TRIM SEE SECTION FOR NOTES 10, l� FLARE DETAIL BOX OUT OVERHANG DETAIL CATHEDRAL CEILING DETAIL CATHEDRAL CEILING DETAIL .� .rl .. Z LU I LL Ix5 TRIM v_ LU CL OL OL O M �A44 OF p� p pS'g,c� 00N1ENIC DeANGELO STRUCTURAL y No.35 fi0/ IF These These drawings and specifications were WO ,1OD SILL prepared for use at the location Indicated IX4 SILL TRIM hereon. Publication and use is expressly limited to the Identified location. Re-use or reproduction by any method,in whole or in part,Is prohibited without the written permission of HPA Design.Q200-7 SHEET: EXTERIOR CASING DETAIL �� TYPICAL EXT �- 0 0 IR JOB NO. 20050520 DATE: 5EPTEMBER -7, 2007 DRAWN BY: RWB contact©hpcide5ign.com W CHECKED BY: HPA/DD 6X6 NEWEL PATH: P05T W/ TAPERED MOHAN/ GAP 20050520_GD5 6X6 NEWEL POST W/ SCALE: SEE DRAWING TAPERED GAP REVISIONS: # DATE DESC. 18" HIGH O q/26/0-7 155. FOR PERMIT 36" H16H METAL FLA5HIN6 UNDER NOTE: RAIL (TYP.) PV %X8 IL(TYP.) NI DOOR THRESHOLD AND WHETHER DETAILED OR NOT,ALL EPDM BALUSTERS®5° TAPERED I 10-5-0� ISS. FOR CONSTRUCTION LU5TER5 @5" OVER DOOR KICKER TYPE ROOFIN6 SHALL BE INSTALLED O.G.MAX. GAP O.G. MAX. AS PER MANUFACTURERS SPECIFICATIONS. - IX3 TRIM 2 5-9-08 REVISED PLANS W/ BALG. MEMBRANE ROOF BEHIND NO EXCEPTIONS. 0 BOTH DOOR KICKER AND UP m SIDES UNDER DOOR THRESHOLD FULLY ADHERED 12 5/4X6 PECKING,FASTENED EPDM RUBBER ROOF TO SLEEPERS FLOOR JOISTS EXTEND 18" MIN.UP 6 (SEE FRAMING) 2x_ LEE 61 R BOARD LA66ED SIDE OF HALF WALL BLOGKIN6 ON RAFTER ON TO BANP 015T5 W 3/8" PIA. W/EXTERIOR 51DIN6 ZZ EACH SIDE OF SCUPPER LA6 REW5® 12"O.G. OVER FOR PLYWOOD SUPPORT 5TA66 D TOP 8 BOTTOM PITCH 2x_ LEDGER BOARD LA66ED 6" METAL SCUPPER 5/4X6 DEGKIN6,FASTENED AT CENTER OF BALCONY 4 — TO BAND J015T5 w/5/8" PIA. TO SLEEPERS METAL DRIP EClIfIlIF11191firill DGE LA6 SCREWS® 12"O.G. \ \ \ IX8 TRIM 5TA66ERED TOP S BOTTOM FLOOR JOISTS s:s;;;>:;:. IX4 BLOCKING X_ TAPERED SLEEPERS TAPER _ FROM I" MIN AT HOUSE TO 2—I/2° BEAM(SEE FRAMING) (SEE FRAMING) e \ \ _ '` HPA Design, Inc. 2X_ EXTERIOR WALL MIN AT THI5 END ON AS REQ'D TO SIMP50M BEAM HANGER Z_ PITGH \ `r oR � 0000aFT (REFER TO TYPICAL WALL PROVIDE FOR A LEVEL WALKING \ '— , "SECTION FOR 5PEG5) SURFACE(PROVIDE EPPM SLIP O60 EPDM FULLY ADHERED RUBBER ROOF SHEET AT EACH) w � 1/2" RECOVERY BOARD GUTTER Q w 2XIO JOISTS GUT ON A 3/4"GDX PLYWOOD BEAM(SEE FRAMING) IXS FA5GIA = o m 200 Stonewall Blvd, Suite 5 TAPER TO PITCH TO DRAINLL IX3 WOOD STRAPPING 2X_ TAPERED SLEEPERS TAPER IXb TRIM IXS SOFFIT '� _ � 'FIN15H'ON IX3 WOOD @ Ib O.G. FROM I MIN AT HOUSE TO 2-1/2 IX6 TRIM o Wrentham, MA 02093 5TRAPPIN6 @ 16" O.G.(SEE MIN AT THI5 END ON A5 REQ'D TO IX_TRIM Z,3 _ BEAD BOARD PLANS FOR FINISHES) PROVIDE FOR A LEVEL WALKIN6 BEAM(SEE FRAMIN6) IX_TRIM o IX6 TRIM SURFACE(PROVIDE EPDM SLIP .... 508.384.8838 (T) 2X_ EXTERIOR WALL BUILT UP A5 REQUIED 1/2 FURRING STRIPS IX4 BLOCKING SHEET AT EACH) (REFER TO TYPICAL WALL 060 EPDM FULLY ADHERED 8"XS" DECORATIVE GLMN. o SECTION FOR 5PEG5) 2XIO J015T5 GUT ON A RUBBER ROOF OVER 4X4 P.T.P05T,TYP. 508.384.0483 (F) TAPER TO PITCH TO DRAIN 1/2" RECOVERY BOARD NOTE: 3/4" CDX PLYWOOD contactohpadesign.com WHETHER DETAILED OR NOT,ALL EPDM TYPE ROOFING SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. No EXCEPTIONS. www.HPAdesign.com FLAT ROOF DETAIL FLAT ROOF DETAIL DWD ENGINEERING, INC. 1 2 5 MICHAEL ROAD, E. BRIDGEWATER Tel. (508) 378-9602 Fax. (508) 378-2922 t=n l 1 t a "' A g,x 6X6 NEWEL CC. ::' �fy POST W/ t 6"xb" DECORATIVE GLMN. EXTERIOR WALL TAPERED GAP OVER 4X4 P.T.POST,TYP. I I CONSTRUCTION 18" HIGH RAIL (TYP.) W/ 5/4X8 15T FL. I BALUSTERS®5" AP TAPERED O.G. MAX. I" BREATHER SPACE - IX3 TRIM 5/4x4 P.T.DEGKIN6 BOTH m SIDES Z r PORCH FLOOR ISTS (SEE F MINM METAL FLA5HIN6 UNDER FULLY ADHERED IX3 TRIM DOOR THRESHOLD AND EPDM RUBBER ROOF 12 OVER DOOR KICKER \ Ix8 TRIM PRESSURE TREATED PRESSURE TREATED EXTEND 18" MIN.UP 6 BLOCKING ON RAFTER ON I- 2x_JOISTS @ 16" 0.6. 2x_J015T5® I "O.G. MEMBRANE ROOF BEHIND 51DE OF HALF WALL EAGH 51DE OF SCUPPER 2:2x_ PT.BEAM w/ ° W/EXTERIOR SIDING 2-3/4" DIA.HOT DIPPED 51MPSOM BEAM HAN6ER DOOR KICKER AND UP OVER -� FOR PLYWOOD SUPPORT 6ALVANAIZED THRU-BOLTS UNDER DOOR THRESHOLD ® EACH P05T HOT DIPPED GALVANIZED 5"XI6" METAL SCUPPER HOT DIPPED METAL J015T HAN6ER5 - AT CENTER OF BALCONY 0 GALVANIZED METAL \ N \ P05T ANCHOR 2x_ LED6ER BOARD LA66ED TO BAND J015TS w/3/8"PIA.LA6 5GREW5® 12" O.G.5TA66ERED TOP R BOTTOM V FIN15HED 6RADE —�� \ _ \ - < 10" PIA. CONCRETE FND.WALL —+� I BOTTOM OF DECK JOISTS TO BE FLOOR JOISTS, \ FLUSH WITH TOP OF CONCRETE (SEE FRAMIN6) PITCH PITCH PITCH \ O W/24"WIDEXI2'DEEP \ i' CONCRETE FOOTIN6,4'-0" MIN. \\ V BELOW 6RADE,TYP. EXTERIOR AIR INFILLTRATION / v V1 BARRIER OVER DECK FLA5HIN6Uj GUTTER o W I I I VYGOR PLUS UNDER TOP FLA5HIN6 \ BEAM(SEE FRAMIN6) 5/4X6 DEGKIN6,FASTENED IX8 FASCIA w m —� HOT DIPPED 6ALVANIZED GAN BE AND OVER FLA5HIN6 BELOW DECK TO SLEEPERS ca � IX3 WOOD STRAPPING IX6 TRIM IXS SOFFIT � O SUBSTITUTED WITH ETHER ZMAX OR 'FINISH'ON IX3 WOOD STAINLESS STEEL FLASHING UNDER SIDING AND OEVER 2X_ TAPERED 5LEEPER5 TAPER @ 16"O.G. IX6 TRIM `T o [L _ P.T. DECK LED6ER NOTCH AROUND STRAPPING I6"O.G.(SEE BEAD BOARD IX_TRIM FROM I" MIN AT HOUSE TO 2-I/2" BAND J015T PLANS FOR FINISHES) MIN AT TH15 END ON A5 REQ'D TO BEAM(SEE FRAMIN6) IX_TRIM PROVIDE FOR A LEVEL WALKIN6 IX6 TRIM 1/2" FURRING STRIPS 2x_ LEDGER BOARD TH SIDES) LA66EP TO BAND JOISTSSURFACE(PROVIDE EPDM SLIP IX4 BLOGKIN6 BUILT UP A5 REQUIED — w/51V'PIA.LA6 5GREW5 @ — 8"X8"DECORATIVE GLMN. SHEET AT EACH) .060 EPDM FULLY ADHERED o RUBBER ROOF o m m u u utm 12"O.G.5TA66ERED TOP g I OVER 4X4 P.T. POST,TYP. I BOTTOM 2XIO JOISTS GUT ON A NOTE: 1/2" RECOVERY BOARD ��a 0 o WHETHER DETAILED OR NOT,ALL EPDM 5/4" GDX PLYWOOD ��'� �N O F MA TAPER TO PITCH TO DRAIN TYPE ROOFING SHALL BE INSTALLED �.� s LL AS PER MANUFACTURERS SPECIFICATIONS. (REFER TO TYPICA2X_ EXTERIOR L �® 9Cy� �q \ o o NO EXCEPTIONS. n D0 9ENIG W. SECTION FOR 5PEG5) eAN ®No 350L® m �' ni `�' STR€1GTURAL �. j Aga�FG E s FLA5HIN6 UNDER I VYGOR PLUS �`� These drawings and specifications were prepared for use at the location Indicated hereon. Publication and use is expressly limited to the Identified location. Re-use or reproduction by any method,in whole or in part,is prohibited without the written permission of HPA Design.Q200-1 SHEET: PORCH DETAIL FLAT ROOF DETAIL V`° Q➢ JOB NO. 20050320 I I 7, 200 I DATE: SEPTEMBER DRAWN BY: RNB contact©hpade5 ign.Gom 2 CHECKED BY: HPA/Z0 6 X6 PATH: NEWEL MOHAN/ 5/06 DEGKIN6, FASTENED POST W/ 20050520_oD5 TAPERED TO P.T. SLEEPERS GAP SCALE: SEE ORANIN& 2X P.T. TAPERED SLEEPERS 5/06 DEGKIN6, FASTENED 20" HIGH REVISIONS: I" UP TO 2" TO P.T. 5LEEPER5 TAPERED RAIL (TYP.) W/ # DATE DEsc. .060 EPDM FULLY ADHERED 2X P.T. TAPERED SLEEPERS BALUSTERS 5" CAP O q/26/0-7 155. FOR PERMIT RUBBER ROOF ON I" UP TO 2" O.G. M X. 1 10-5-0-1 155. FOR GONSTRUGTION RECOVERY BOARD METAL FLASHING UDER GAP .060 EPDM FULLY ADHERED 2 5-cl-085 REV15ED PLANS W/ BALG. I/2" RECOVERY BOARD RUBBER ROOF ON AND OVER TOP PLATE METAL FLA5HIN6 UNDER ON TOP OF PLYWOOD RECOVERY BOARD O IX TRIM W/ IX BLOCKING DOOR THRESHOLD AND I/2 GDX PLYWOOD OVER DOOR KICKER ON TOP OF 5LEEPER5 1/2" RECOVERY BOARD m CAULK 6AP 2X TAPERED SLEEPERS ON TOP OF PLYWOOD MEMBRANE ROOF BEHIND 2-2 DOWN TO 1-2 1/2" GDX PLYWOOD IX3 TRIM BLOGKIN6 ON RAFTER ON DOOR KICKER AND UP ON TOP OF SLEEPERS W/ IX BLOGKIN6 EACH SIDE OF SCUPPER UNDER DOOR THRESHOLD 3/4 GDX PLYWOOD 2X TAPERED SLEEPERS 12 FOR PLYWOOD SUPPORT 2-2 DOWN TO I-2 FULLY ADHER D 3"X14" METAL SCUPPER 4:2X4 BUILT-UP 3/4" GDX PLYWOOD EPDM RUBBER RO F - N (LOCATE 2 APPROX. PLATES EXTEND 12 MIN. UP CENTERLINE OF BALCONY SIDE OF HALF W ILL n? 5 IDERS ° HPA Design, Inc. W/ EXTERIOR 51D1 6 — SLIDERS) .. ;::::::: ____ =: _ - OV R 2X4 PLATE A❑ R::C T❑ E❑©� �, 77 FRAME RAFTERS OFF . ............... PLATE >> - - -- ----- -- -- ---- _---- - 0 Stonewall Suite - ---- - ---- ---- ...... 20 Blvd, Su' 5 ------- ----- --------------- -- <` MA 02093 1 . 2X10 SOLID BLOCKING GUTTER Wrentham, 2X10 FLOOR J015T5 UNDER WALL ABOVE IX8 FASCIA 8 384.8838 50 . (T) 2X10 FLOOR JOISTS IX8 SOFFIT (GUT WHERE 7777777777 O 508384.0483 F)'D R 2X BLOGKIN6 NOTE: tacto p de g .com FIN 15H ON IX3 WOOD PREFIN15HED METAL con h a si n WHETHER DETAILED OR NOT ALL EPDM STRAPPING 16" O.G. (SEE DRIP EDGE TO MATCH TYPE ROOFING SHALL BE INSTALLED TRIM COLOR PLANS FOR FINISHES) NOTE: 'FIN15H' ON IX3 WOOD www.HPAdesign.com AS PER MANUFACTURERS SPECIFICATIONS. IX BLOGKIN6 NO EXCEPTIONS. WHETHER DETAILED OR NOT, ALL EPDM STRAPPING @ 16" O.G. (SEE TYPE ROOF I N6 SHALL BE INSTALLED PLANS FOR FIN 15HE5) I X6 TRIM A5 PER MANUFACTURERS SPECIFICATIONS. PROVIDE 3"DX4"WX16"L 2X_ EXTERIOR WALL NO EXCEPTIONS. LEADERBOX $ DOWNSPOUT (REFER TO TYPICAL WALL UNDER SCUPPERS SECTION FOR SPECS) DOWNSPOUT TO DRAIN ONTO DWD ENGINEERING, INC. FLAT ROOF DETAIL FLAT OOF DETAIL 2 ROOF DECK BELOW 5 MICHAEL ROAD, E. BRIDGEWATER Tel (508) 378-9602 Fax. (508) 378-2922 Z LL f 7— LU w LU C � o � � � 0 ®FMASSgCy ®� CC o REGI RDFES These drawings and specifications were prepared for vse at the location Indicated hereon. Publication and use is expressly limited to the Identified location. Re-use or reproduction by any method,in whole or in part,is prohibited without the written permission of HPA Design.Q2001 SHEET: d`O P A000) JOB NO. 20050520 ---------- _ _ . _ __ DATE: SEPTEMBER -7, 2007 DRAWN BY: RWB STRCIU'.AL/fRA1MIN6 NOTES WOOD I J015TS ft.Ja575) contact(§hpadeaign.com f I. ALL WI.J05T5 SHALL BE TXPRO J91515 AS MANUFACTURED BY IR156 J06T MALMILLAN'OR APPROVED EGUIVALENT AND INSTALLED BY THE GENERAL CONTRACTOR AS PER THE'TR)55 JOIST CHECKED BY: HPA/DD I. STRUCTURAL DRAWIN95 SHALL BE USED IN CONJUNCTION WTH ARLHITECIURAL,MECHANICAL,ELECTRICAL, M ACMINLAN SPECIFICATIONS'OR APPROVED EQUIVALENT. AND SHOP DRAWING{. 2. ALL DESIGNS SHALL BE PREPARED IN ACCORDANCE PITH GENERAL NOTE"2 HEREIN AND BE SUBMITTED 2. THE GOVERNING BUILDING CODE FOR THE DE516N AND CONSTRUCTION 15 THE MASSAC USETTS STATE TO THE ENGINEER FOR DIMENSIONAL REVIEW AND RECORD PURPOSES ONLY BUILDING CODE((,TH EDITIONN. 3. TIE GOVERNING BUILDING CODE AND THE ARC"ITECTURAL,STRUCTURAL,MECHANICAL,ELECTRICAL, PATH: 3. THE GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 54X(6)SETS OF SHOP VRAWIN65 FOR THE PLUFBINS,AND FIRE PROTECTION CONTRACT DOOM ENT5 SHALL BE PREFERRED TO FOR DETERMINING FOLLOWING ITEMS,(5TRNCTUtAL STEEL AND REINFORCING 5TEE1j,FOR APPROVAL BY THE ENGINEER DEAD AND LIVE LOAD REWREMENT5.ARCHITECTURAL CONTRACT DOCUMENTS SHALL EE REFERRED TO MO r ITtN/ BEFORE MORK B IN THE AFFECTED AREAS. FOR EXTENDS AND LOCATIONS OF OCCURANCE5.940P DR W55 AO CALCULATIOS SHALL INDICATE _ EGINS LOADS WHICH MEMBERS HAVE BEEN DE516NED FOR DEFLECTION LIMITATIONS ARE A5 FOLLOW. 4. THE 6ENERAL CONTRACTOR SHALL NOTIPY THE ARCHITECT OR STRUCTURAL EN5MEER A MINIMUM Or48 HOURS MDT INCLUDING WEB ENDS AND HOLIDAYS)PRIOR TO ANY AND ALL 511E OBSERVATION REQUIRED A.M40,TOTAL LOAD. PER THE CONTRACT OR PER CONTROLLED CONSTRUCTION. B.U500;FLOOR LIVE LOAD WHOU T CONSIDERING THE WWO51TE ACTION OF THE 6UEINAILJD 2OO O O_G D '. SHEATHING) '.,. Cn_N.RNTIONAI-MOD FRAM C.06a,,PDX LIVE LOAD. SCALE: SEE DRAWING j I. ALL CONVEHTIONAIF 4W1 LU-6ER FRAMING MEMBERS S"Nl BE SPRUCE-FINE-FIR(A5 GRADED BY 4. SUBMIT WJ.JOIST DE616N DOCUMENTS WICH SHALL WAIVE WI.J05T PROPERTIES AND LOADRG AND A N.6A).WTH A MINIMUM SPECIFIC GRAVITY=0.42.MINIMUM PROPERTIES TO.BE IN ACCORDANCE WTH THE DIMENSIONED ERECTION PLAN INDICATING THE LOCATION OF EACH TR 95,ALL OP WHICH SHALL BEM THE LATEST EDITION OF THE'NATIONAL DEIGN SPECIFICATIONS FOR MOD CONSTRUCTION' WITH THE - STAMP AND 516HAM OF A PROFES�.IONAL 5TRVCTURAL E*IMEER R5515TERW IN THE IN BUNCH � i FOLLOWNG MINIMUM GRADE 5TANDAR05:TYPICAL UUE%OTM I5E NOTED, THE PROJECT 15 LOCATED. A A JOISTS,RAFTER5,SOLID AND BULi-UP BEAMS MID LIWEL5,NO.2 OR BETTER.I1-B=e15PN, 5. THE ARCHITECTURAL,MWIANICAL,PLUMEM6,ELECTRICAL,AND FIRE PROTECTION CONTRACT DOCUMENTS - 3. 742- T-] REVISIONS:E=1AOOPOOPSI) SHALL BE REFT32RED TO FOR UYOUT AND coNFGURAnoN REQUREMENTS NOT SFIOHN ON THE8. WALL STUDS,51LL5 MAD PLATES;NO.2 OR ETETTER(F�e15PSI,E=1,4CgpOOP51) STRUCTURAL CONTRACT DOUI ENfS.ADDITIONAL WI.JOISTS SHALL BE PROVIDED UNDER ALL PARTITIONSDATE DESC. C. 50LID WOOD POSTS,NO.I OR BETTER(PC=10OP5I,E=13OOPOOP51) OVER 3 FEET LONG,WINCH RUN PARALLEL TO TFE SPAN OF TE HI.JOISTS. O q/26/o� 155. FOR PERMIT D. BRIDGNG,BLOCKING AND HAILER5,STUD GRADE. 6. WI.JOIST FLNGE5 5HALL NOT BE NOTCHED,CUT OR ALTERED.HOLES IN W.I.J015T5 HEBE,SHALL EE2. ALL PRESERVATIVE PREYIURE TREATED LUMBER TO BE SOUTHERN YELLOW PINE NO.2 OR BETTER. CREATED N PLYORDAtOE WITH 7HE MANFACTURER5 REQUREMENTS. n3. ALL NUCROLAM'AHD'LVL'MEMBER5 SHALL HAVE THE FO LONUG MINIMUM PROPERTIES, =.'711 U_NDInOS AND STTdYTRA1 FIOA 10-5-0� 155. FOR GONSTRUGTION A E=1,,100,00 P51 I 1ND15TURBED SOL HAA VINE Aal BE �TB�IN5 P�RESSUREOFOF 3�000�PSF ITN6 REcaRBOU�NDDEED THAT THEE 16 P25T ON ' 411 6'-0" 121-0II �'-8" I 3-27-08 FOUND. WALL / FOOTING B. FB•2MO PSI OWED HIRE A 6EOTEGNICAL ENGINEER RES15TERED IN TIE STATE,TO ENSURE THAT THE ABOVE C. FT=I=P51 REOUIREMENTS ARE MET.THIS OFFICE 15 NOT QUALIFIED TO DETERMI E SOIL BEARING CAPACITIES ORD. FCC PERPENDMAK0=150 PSI 5L851RFACE PREPARATION. 2 S-q-OS REVISED PLANS W BA G. E. PC(PARALLEL)=2310 PSI F. FV=2e5 P51 2. ND FOOTING SHALL BE PLACED ON FROZEN SOIL OR IN 5TAWING WATER4. ALL HORIZONTAL YARA-LAM'MEMBERS SHALL HAVE THE FOLLOWNG MINIMUM PROPERTIES. 3. STRUCTURAL RLL SHALL BE WELL 6RADED BANK RUN,SCREENED OR CRUS ED 6RAV8_,AW SHALL BE PLACED IN W MAXIMUM LIFTS AND COMPACTED TO 95%OF RWMUM DRY DENSITY AS DETERMINED BY A E-2PCOP00 PSI A5TM P1551. rB. FB=2,AOO P51 LgGATION F LANDING LQGATION OF LANDIY6 G. FT=2,250 PSI 4. PROVIDE A MINIMUM OF b'(OR GREATER IF REQUIRED BY THE 6EOTECHNICAL EGUEER)HELL -D. PC(PERPEWI.U.AR)=T50 PSI COMPACTED CLEAN,COARSE SAND AND 6RAVEL UNDER ALL SLAB5 ON 6RADE AFTER THE TOP 5OL HAS PIBO\/E( Y ENT5 1i\I �BO Y E(NO Y ENTS 1 NTHIS AREA) E. PC(PARALLEL)=2,000 PS BEEN REFIOVED.P Fv=z4o� THIS REM) FOINDATON 5. ALL VERTICAL'PARALLAM'MENHBER9 SHALL HAVE TE FOLLOWING MINIMM PROPERTIES, I. FOOTING,FONDATION Dr516N BASED ON A MINIMUM 501L BEARING CAPACITY OF 3,000 P5F. STRAP TIE I I *SMART "SMART *SMART STRAP TIE AE-WOPOO FN ----------TILL ---�T----------i------ -.-- ------T------- -.---- .�--------- ------------ B. FB=2,400 P51 2. ALL HOOD FRAMING(SILL PLATES,FLOOR SYSTEM,wus,ETCJ To BE ANCHORED To m FaUDAnON T VE T VE TC. FT=�1,950�PnSI WITHY2'-INCH DIAMETER BOLTS PLACED 51X FEET ON CENTER AND MOT MORE THAN 12 INCHES FROM D. FC PE RPEIDIGUAR)=650 P51 CORERS.BOLT5 SHALL EXTEND A MINIMUM OF 15 NOFE5 INTO MASONRY OR EIGHT VICES INTOO � o 0 0 0 0 �E. FC(PARR LE)=2500 FSI CONCRETE.F. PV=230 P513. A PERIMETER VLL 5EAL SHALL BE PROVIDED DOER ALL EXTERIOR 51LLS OR WALL5 ANCHORED TO ---- ------- ----- ----- --------------- ---------- ------- 6. ALL TIMBERSIRAW MEMBERS SHALL.HAVE THE FOLLOWNG MINIMUM PPMERTIF5, CONCRETE. I ------.- I n 1 N I- I_ n II r n r -133 0 0A E:130OPOO P51 4. BULKHEAD 512E 5"ALL BE DETERMINED IN FIELD. ~B. FB=1,100 P515. FOUNDATION HILLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE FINI5WO GRADE WHERE IT ABUTS _TE FOIMOATION. # _ �, >.. HPA De$i n Inc. 1. FOR ALL NON-CONVENTIONAL LU BER OE.LAMINATED VENEER LUMBER,I-JO15T5,ETC),THE SIZES ARE EXCEp",WERE EXTERIOR MASONRY VE EER 15 USED,FOUNDATION WALLS SHALL EXTEND A '" I T.'_ 5 5TI RUPS P.® � �BASED CN TIT PROPERTIES STATED ABOVE.IT 15 THE RCSPOSIBLITY OF THE GENERAL CONTRACTOR TO MINIMUM OF FOUR NGIES ABOVE TE FINSFED GRADE. I P05T LOGATIO (3)vERIFr AW COORDINATE ANY B5HTH TH 5.ANUFAC U ER,5PE LUMBER HIS. eE HURDLED AW P.T.GOLD 5 ON GONG I I I I 2'W X I'DEEP MINIMUM . '"'<'' ❑❑INSTALLED IN STRICT AUARDANCE WTI TIE MANFPCn1R8R5 SPECIFICATIONS. 6, DRAINS SHALL BE PROVIDW MOUND ALL CONCRETE OR MAbMW FOMOAnOS EW-LO51W HABITABLE 5TIRUPS® TOP 6',THEN - I �'z. - ICTEOR USABLE SPACE',LOCATED BELCH 6RADE. o FOUNDATION WALL.SEE 15T I I ( CONTINUOUS GONG.e. UNLESS OTHERW5E NOTED,ALL NAILING AND FASTENIN 5 5HALL BE N ACCORDANCE TO THE GOVERNING 12" O.G.TO B.O. ALL BUILDW CODE. EXCEPTION,A DRANAGE SYSTEM 15 NOT REdHRED WEN THE FOUNDATION IS INSTALLED ON FLOOR FRA IN6 PLAN FOR I I FOOTING,TYP..HELL-DRAINED WOUD OR SAW-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL Q. ALL W00D IN CONTAf�T WITH CONCRETE OR MASONRY AW ALL MI5-BEDS LJRP05ED TO VEATFER O2 GASSFICATION SYSTEM 6ROI.P I. GOLD 51ZE. I I --- - ----- WMOISTURE SHALL BE PRESERVATIVE PRESSURE TREATED ACQ(ALKALINE COPPER DUO(N ACCORDANCE _ SHEARWALL 2WWITH THE'AMERICAN WOOD PRESERVERS A%XIATION,STANDARD CI',10. ALL LUMBER AND PLYHOOD NOTED N THE CONTRACT DOCUMENTS AS FIRE RETARDANT TREATED(FRT) I. ALL CONCRETE 5HA-L ATTAN A MINIMM EVE STRENGTH AS FOLLOWS,AT 25 DAYS: ® --- ----------- I 0- I I m 200 Stonewall Blvd, Suite 5 SHALL BE 50 TREATD IN ACCORDANCE WITH TE'AMERICAN HOOD PRESERVERS A95MATCR A.BASEMENT WADS t FOUIDATION5 MOT EW05EP To HEATER)2,500 M.STANDARDS C20 AW CZl'AND EACH(RECE SHALL BEAR A UL.LABH.INDICATING SUCH TREATfNT. B.BASEMENT t INFERIOR SLABS ON 6RAOE 2500 P51. L ® �C.BASEMENT,FGIWATON EM.1 OTHER YW15(FJwbSED TO HEAI}ER)3P00 PSI I - I OI I 1O" GONG,END. WALL ------ I-A n ----, I Q W :N. ALL HON-PRE5SURE TREATED WOOD SHALL BE KILN DRED TO A MOISTURE CONTENT OF 11 PERCENT OR D.PORCHES,STEPS,CAR POR75 t 6ATWiE SLABS(EXPOSED TO HEATHER)3500 P51 . , , IO-4 Q V ...o - #55-FOO IN6 TO TOP I I tt� ---I� I TYPICAL @ BEARIN6 LINES ILU Q I I Wrentham, MA 02093 LES',FOR LIMBER AID IS PERCENT OR LE55 FOR PLYWOOD AND O58 BEFORE INSrALUTION AW PRIOR -TO TE APPLICATION OF ROOFING AND FINI51E5:. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM Ably GRADE 60.12. DCBLE FLOOR JOIST5 SHALL BE PROVIDED UNM ALL PARTITIONS OVER 3 FEET LONG MCH RN 3. THE FOLLOWIN6 MINIMUM CANER SHALL BE PROVIDED FOR REINFORCEMENT, OF WA L(TYP.) I I i IN CRAWL SPACE(DROP oPARALLEL ro TIE SPAN OF TIE FLooR Jars. ® , T.O.W, TO SLAB EL.),TYP. I �'Q I (�CONCRETE AGAINST THE EARTH 3' I Q I T ;: 508.384.8838 M 13. ALL PO5T5 SHALL EE(VERTICALLY)BLOCKED TFPd1GH THE FLOOR CONSTRUTION AT ALL LEVELS,r0 „ „THE TOP OF FOUNDATION HALL OR 5 PPORTPG BEAM BELOW THE POST.14. ALL STUD WALLS,BEARIN6 AND NON-BEARING,SHALL HAVE ONE ROW OF CONTINUOS 2X SOLID&COCKING FORMED CONCRETE EXPOr.�TO EARTH ORHEATER n5 OR SMALLER I J¢' 22XJO INII IZ Z-1 O LL I N �TrEEA STA',AT MID-HEGHr,AND AT LOCATIONS FOR PROPER ATTAfCMBIT OF CABINETS,COI,ME25, w OR LARGER 2• I A CESS PA L 0 0 O I I I n :•::;::.,"...:;.;:: 508.384.0483 (F) FIXTURES,APPLIANCES,ETC,MLE55 OTERW5E NOTED,BLOCKING SIZE TO MATCH STUD 512E I I I Iv o I -0 CONCRETE NOT EW05M TO EMTH OR HEATER SLABS OR WALLS 34 I BAWL 5P G 15. ALL CONCEALED SPACES OF NOOD STUD HALLS,INOLUDINS FURRED PARTT061 ARE TO BE BEM-15 t COLUMNS 115' I O I I I I ( I G R/ \Y TL I ( Q - 9L�D/PIRE5T0PPEO/DRAFT5rOPPW AS REGIRM AT THE CEILING AO FLOOR AND ROOF LEVELS, I I I I I o J __ I ::.. contactohpadesign.com AT CONNECTIONS EETHEEN HORIZONTAL AND VERTICAL SPACES,SUCH As SOFFITS OVER GANNETS,DROP 4. ALL CONCRETE NOR.AND DETAILING SHALL COMPLY WTH THE LATEST SPECIFICATOS AND CEILINGS,COVE CEILIN65 ETC,WU"N CONCEALED SPACES BETNEEN STAR STRINGERS AT THE TOP AND RECOMMEWATION5 OF THE MI. I F-- I I I I I I ~ 1- Q I BOTTOM O=THE RUN AW WITH NON-COMBUSTIBLE MATERIALS AT OPENW5 AROUND VENT PIPE5,DUCTS, O I Z I I `/''") /jam I W Q W CHIMIEY5 t FIREPLACES AT THE CEILING t DOOR LEVELS. 5. ALL CONTINXJI5 REINFORCINGi BARS 5HPLL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND AT `-'P `G m� t-" N I I CORNERS ULE55 OTFERWSE NOTED.TERMINATE CONTIN'GUS BARS AT HON<ONRINHa15 ENDS WIT}( J 1 I I ,�--�, ICONSTRUCTIONI � I Z - Ib. RAFTERS SHALL NOT BE CUT OR NOTICED TO ACCEPT KNEE WALLS.RAFTERS SHALL REMAIN FILL DEPTH STANDARD HOOKS. �I I I I Q (� TYPICAL SLAB I � ............. AND THE TOP OF THE WAIL SHALL RECEIVE TAPERED BLOCKING OR M ANGIFD TOP PATE FOR D .........: n ATTACHMENT TO THE RAFnEzs.TYPICAL uLEss NOTED. s]ff-1 I I I -' = 4 GONG.SLAB ON 6 MIL. PVG VAPOR ( I I •-•" -------J I I o I I _ BARRIER 4 8" COMPACTED 6RAVEL www.HPAdesign.com 11. ALL OVER FRM11N6 MEMBERS SHALL NOT BE NOTCHED,GOT OR ALTERED IN THE RUD WITOUT THE I. ALL STRUCTURAL.511$SHALL CONFORM 10 ASTM AQ92 GRADE 50 EXCEPT THAT HSS SECTIONS SHALL I L-.---------- I SPECIFIC APPROVAL OF THE EA6HEER. CONFORM TO ASTM AWO GRADE B. ------- I I I N le. STRLCIURAL HEADERS,BEAMS,ETC,UNLESS OTERWSE NOTED,SHALL BEM ON THE FOLLOWIN6: 2. BOLTS SHALL CONFORM To A5TM A325N AND SHALL BE 3/4'DIAMETER. --- I I a A DOUBLE HEADERS%AU BEAR ON 4X4 HOOD POSTS. 3. ALL SHOP NND FEUD FEUDING SHAH BE PERFORM BY AN AHS CERTIFIED W.DER. ® 2 I I I T B. TRIPLE HEADERS SHALL BEAR ON 4X6 HOOD POSTS. I I - I I 2' W X 1'DEEP MINIMUM I I 5'-p" C. STEEL BEAMS 5HALL BEAR ON 3 In"OD.STET PIPE COLUMNS. 4. ALL EW05ED STEEL SHALL BE HOT DIPPED 6ALVARZED. I -------- -- -------- I ( I CONTINUOUS GONG. IQ. WERE REWIRED W THE CONTRACT DOo ENTS,ALL METAL CONNECTORS FOR HOOD CONSnLUCnOK 5. STEEL HEADERS FOR LIN1Ei5 SMALL COS15T OF TIE FOLLOWIN,FOR EACH 4•WDTH of B_orxJ I AMEN I ( I FOOT(N6,TYP.. -0" 3'-0" 1'-10" ll-6" NCLIAIN6 BUT NOT LIMITED TO,JOIST,BEAM AND SADDLE"ANGERS,POST AND COLUMN BASES AND CAPS, I I I ( C() I BRIDGING,HOLDDOWS,HIN5E CONNECTORS AND STRAPPIN5,SHALL BE HOT-DIPPED GALVANIZED METAL MASONRY OPE HING5 UP TO 4' L4 X 3 V2 X 5Ab 5HAPE5 AS MANUFACTURED BY'51P=.0N 51RONGi-TIE COMPANY,INO.'AW BE ATTACHED A5 PER THE MA.:ONRY OP@IIMGS 4'TO b' Lb X 3 I/2 X 3(y I I I I I I I NT L- N-__-T 5NPSON STRONG-TIE'5PECFICATION5. DESCHI I I i I 445° I 1 20.ALL BOLTS,NAILS,SCI& ,WIN*' ETC.ENPOSED TO M015TURE,HEATHER OR IN CONTACT WIM � I 0 PRESERVATIVE PRESSURE TREATED LUMBER,ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1. MN"LIVE LOAM ��P F(.DRIFT WHERE APPLICABLE) A � ► I I _ I 10"GONG. FND.WALL I \ � / I I D W D ENGINEERING, INC. 21. BEARM RATES SHALL MATai OR EXCEED THE MDT"OF ALL BEAMS THAT BEM UPON THEM 2. KIND LOAD ZONE 3 EXPOSURE C 21P5F A3.I I ( I I N I I I 22. ALL EXTERIORHALLSHEATHW AND ALL INTERIORHIALLSHEAT11N6WRWALL55PEGFICALLYNOTE.DON 3. SEISMIC DESIGN DATA SEISMIC HAZARD EXPOSURE GROUP 6RONP1 TYPICAL @BEARIN6 LINES I -- o \l I I I 5 MICHAEL ROAD, E. BRIDGEWATER PLAN SHALL BE 15/321NGH ARA RACED PLYWOOD SHEATHING 32/I6 PAlELS OR 055 PANES OF EOIAL OR SE15HC PERFOR ONCE CATE60RY CATEGORY C I I I I N I IN GRAWL 5PAGE(DROP L - 'Lj L- j I Q Tel. (5 0 8) 3 7 8-9 6 0 2 6REATER STRENGTH AND 5nFFNE55.USE E*09URE I PANELS,EXCEPT USE EXTERIOR GRADE PLYHOOD 501L PROFILE TYPE TYPE 2 I I I I I cn T.O.W.TO SLAB EL),TYP. \ \ I m PANES WISH LONG CONSTRUCTION MAYS ARE ANTICFA'IED.PROVIDE SHEATHING ON ONE OR BOTH \\ � 12"N CONCRETE ( I Fax. (5 0 8) 3 7 8-2 9 2 2 SIDES OF THE STUDS AS NOTED ON PLAN.APPLY PANELS HORIZONTALLY.PROVIDE HORIZONTAL 2X STRUCTURAL SYSTEM LOAD BEARIN6 WALL 5Y5TEK1_I6HT BLOCKING AT ALL PAWL ULE55 OTHERWSE NOTED ON PLANS.ATTACH PN85 WITH 8D COMMON SEISMIC RE515TN6 FRAMED WALL5 NJ5HFAR PAMB5 NAILS AT 6INCHES ON CENTER AT PANEL eXE5 AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, 5Y5 Q I I I I '� I I / \ I 24"x24"A'D GONG. I UNLESS 01}ERW5E NOTED ON PLANS.LEAVE 114 INCH SPACE AT ALL PANEL EDGE JOINTS NO 1/6 INCH SPACE AT ALL PANT EW JOINTS UNLESS OTFERN5E RECOMMENDED BY THE MANUFACTURER. RESPONSE MODIFICATION R=6 1/2 I p I Ln F I W I 23. ALL ROOF SHEATHING SHALL BE 1"2 INCH MA RATED PLYWOOD SHEATHM 40R0 PANELS OR 0% FACTOR I _ I I � I NOTE: � I FOOT6.TYP.OR a� I ° BI6FDOT BF28 FOOT( 6 I PANELS OF EQUAL OR GREATER STF06TH AND STIFFNESS USE EXPOSURE I PANELS,EXCEPT USE DEFLECTION AMPLIFICATION CD=4 REFER TO SUPPLEMENTAL I- I 4'-0" MIN. BELOW N WERIOR GRADE PLYHOOD PANTS FOR STARTER STRIPS ALONG EAVES AND WEN LONG CONSTRUCTION FACTOR I DELAYS ARE ANTICIPATED.APPLY PANELS WTH THE LONG DIMENSION PERPEDIOILAR TO THE RAFTERS, I I ® I I PREPARED JOISTS,OR TRYS5E5 AW CONTINUOUS OVHZ TWO OR MORE SPAN5.INSTALL PANEL G.IP5 ALONG PA8 REPORT PRLPI-'�I��D BY JOISTS, BETR M EACH RAFTER,INUOUOIST,CI ER T ATTACH PANELS SPA NTH eD COMMON NAILS AT b VOIE5 ON I"` I I I I I i I GRADE,TYPICAL CURER AT SUPPORTED PAWL EWES AND 12 INCHES ON CENTER AT INTERMEDIATE°J,PPORT5.LEAVE V4 ARCH AT ALL PANEL EDGE JOINTS AND VB IKON SPACE AT ALL PANEL END JOINTS ULE55OTHERWSE - .Q ~ I I I I DAN I EL BRAMAN, P.E. z I ° NM I C " RECOMMENDED BY THE MANUFACTURER. ME RECOMMENDED I I DATED SEPTEMBER 4, 2001 - LLJ I a� j 24.ALL FLOOR SHEATHN6 SHALL BE 23/32 INCH MA RATED'5TURD-i-FLOOR•,24 CC,TONGUE AND GR.00VE, I I I m I I -! I > I N - PLYWOD PANELS.USE EXPOSURE I FLYWOOD PANELS,EXCEPT USE EXTERIOR GRADE W0,10OD PANELS OR JM HIBER CORPORATION ADVAWE<,H BRAND PANELS WHEN LONG CONSTRUCTION DELAYS ARE I I FOUNDATION FOR ADDITIONAL "` ANTICIPATED.APPLY PANELS HTH THE LONG DIMENSION PERPENDKULAR TO THE JOISTS OR TRUE5E5 AND I 1 I I OUNDAT I ON NOTES AND 0 CONTINUOUS OVER TWO OR MORE 5PAN5.ATTACH PLYWOOD PANELS BY CLUE-NAILIN6 A5 FOLLOWS: A.SPREAD 6LUE IN ACCCORDANGE WITH RECOMMENDATIONS OF BLUE MANUFACTURER NO IWUSTRY I I . PRACTICE. I o DETAILS B.57A66ER UD JOINTS IN FALHI SUCCEEDINS ROW,LEAVING I/B INCH SPACE eETHEEN ALL END AND �-- ------- EDGE JOINTS,INCLUDING TONGUE AND 6ROM ED5E5. G.COMPLETE ALL NAILING OF EACH PANEL BEFORE 6lUE SETS WITH W RNG-OR SCRBV-SHANK t- I -- ----- -- _ ° NAILS AT 6 INCHES ON CENTER AT SUPPORTED PARR.ED5E5 AND 12 INCHES ON CENTER T'"' I ® ® -- o INTERMEDIATE SUPPORTS. ---- - 25. ALL ORIENTED STRAND BOARD(05B)AND PLYWOOD SHALL BE MA PERFORMANCE RATED AND SHALL 2'-1I n .7 I cV BEAR THE MA PERFORMANCE 5FECIFICATION5 AND RE65TERED TRADE MARK. 4 26. LEAD HOIt5 FOR HOOD SGRUN5 NO LA&BOLTS SHALL BE DRILLED 1/6 OF THE SHANK DIAMETER FOR - I I I C<1 1 --J L ---- --- ------------- ---- --- F_---1 THE DEPTH OF SHANK EMBEDMENT AND 116 OF THE TREADED PORTION DIAMETER FOR THE DEPTH OF THE �y I O THREAD EF�DFIENT. v I CONTROL JOINT o o IB o o 21. A7 LOCATIONS VNEE THERE IS NO FLOOR FRAMING AT ANY TYPICAL FLOOR LEVEL(AT OPEN ATRIA AND Z OTC AREAS 6REATER THEN 15TORY)THE WALL',SHALL BE CONSTRICTED WITH FULL W16K 5TD5 �- WENEV132POYIITLE. ml L--J l/52.1 I ------ *5 ART ----------*5 ART ---- --- 45° L--J I I Z (1^'� 2e. AT LOCATIONS KNEE THERE IS NO FLOOR FRAMING AT ANY TYPICAL FLOOR LEVEL(AT STIR SHAFTS I I O r O v LIT* - VENT" I I v ' AND 51MLAR AREAS)AND THE 5105 CM NOT EE FULL HEIGHT,THE LONER YIAU IS TO BE CONSTRUCTED I I 10" WIDE GONG. WALL STRAP TIE 1 50 THAT Tit TOP PATE 5 M-115H WITH THE PLYWPOD DECK BEYOND AND THE HALL ABOVE 15 TO BE I STRAP TIE I'-10" l'-6" I A z CONSTRUCTED DIRECTLY ON,AND FASTENED TO,THE LONER HALL r0 PATE. I ° W 2x4 KEYWAY INTO I I <v 24" WIDE x 12"DEEP . {Z CONTINUOUS GONG.FOOTIN( „ �I DROP T.O.G.@ PORG FND. -0 MIN.BELOW FINI5HE I i I r' WALL EQUAL TO THE BAWL I GRADE ON UNDISTURBED I EV. f- T 50-6RADE.(TYPICAL) I o I SPACE SLAB EL � ° I �_ L---- - ---------------------- --------- -------------� I V flamed C fTrama)r' P: I I ` A C2\Gwr h 7 Tls9 Hmtrar Nr>ircT Rd, O cummagtard,:MA 02G3T-Qieif Nt c��4R 6 + kC7L 1c' re e- STRAP TIE I ^ t t c6z C ► �T Tr" a ' Ct B t-vc F? 'CA"i~>y ca4l act tiGb C7 ---- "ISM - -------- BL GK J L .. GL VENT NT `Tel � S6i •iz"C +'p ► '51MP50N'5TDH 14RJ STRAP '51MP5ON'BP 0 LBP - TIE HOLDDOWN FOR(6) "5MART VENTS" ® BEARIN6 PLATES( PY,1 OR , 0 O v Q P c.L,c is 2+ Ixa.. 'F0'2,. 'r-_.. cn 1� , CORNER INSTALL. O O (LBP I/� @ALL ANGH R BOLT x.r Nt3 R.O. = 8%a°XI6%a" ,t I U_ � - L c�*NL M L L GATE A5 NOTED(**) LOCATIONS G^ y L.... n I_ o I_ a 6-5 8 2 6 5 -4 8 0 5 8 ✓,7 r j 21'-O" 23,-0,I 31 pn `1RG39' t ` 47-0 ® ti0�ASs . _ . .. DOMENIC W. :?,c> `'i v STPUCTURFL No.35062 �' 'GIST e` a n -rTc> e>lr j.�T- FOUNDATION PT A Tphese drawings and scthe locations were LAN hereon•Publicatiod for use n and use Is(expreon ssly indicated r / A orited to the reproductioa btlaled ny method,nin Hh lee { � � -/ v ri '. » _ f written permis5lonyyof HPA Design.Q200-7 or In part,is prohibited without the � � '.W 1/4 - 1 SHEET: 4�. O JOB NO. 20050520 DATE: SEPTEMBER -7, 200-7 DRAWN BY: RWB contact©hpadesign.com CHECKED BY: HPA/PP PATH: MOHAN/ 20050320_GD5 SCALE: 5EE DRAWING G A 3. 3. REVISIONS: # DATE DESC. 0 01/26/01 155. FOR PERMIT 1 10-5-01 ISS. FOR GONSTRUGTION 2 5-q-OS REVISED PLANS W/ BALG. 4X4 P.T. POST 2:2XIO P.T. FLUSH BEAM L I� P05T FROM ccA» 2:2x6 P.T. SILL ON TOP IL ABOVE J' Shear WallOF WALL TO ALIGN W/ I • 2X6 BEARING WALL Tl'P I > HPA Design, Inc. Second floor to plate height-shear wall width is 21'-0" I T FIR.To ET: - AD FF PL MB6. Ir J I 4X4 P.T. ❑A R'....0 ❑H UI T �© T❑ S❑ 2x4 studs @ 16 on center with 2-2x4 studs each end. 1 AY AS D r plywood nailed w/ 8d nails aced at 4 on center around perimeter of shear Ir POST FROM POST /z exteriorg ade p y spaced p a , , , (REF TO ANUF GTU R'S (IB4)2:1-/4 XII-/8 LVL FLUS BEAM IL ABOVE wall dimensions. _ _ _ _ _ _ _ _ _ _ _ _ Provide solid blockingat all horizontal plywood joints nailed at 4"on center(staggered). G5. oR T P p Y J 4 p. `- I �I � 200 Stonewall Blvd, .Suite 5 Connect 2-2x4 studs at either end of the shear wall to the post below with(2) Simpson CS 18 05T 4P05TP.T IL z coiled straps (extended a minimum of 9"on either side of the rim board and provide l 8-10d nail 4 FM P. 22x3o Mw. I Wrentham, MA 02093 either side of the rim board). B P05T AGGESS To IL r QLU > I 508.384.8838 (T) A3.1 II%e' JI 21 SERI 5 I- I T5 16"O. . IL '� `� J Foundation to second floor- shear wall width is 21'-0" L � Q o - 2x4 studs spaced at 16"on center with a 4x4 DF 42 post each end. z �, I w I 4X4 P.T. 4X4 P.T. : : 508.384.0483 (F) `/2" exterior grade plywood nailed w/ 8d nails spaced at 4" on center around perimeter of shear _ ° W " L `� >u$v POST POST LL p�-i z I ,n Q m- ri = N 2:2XIo P.T.FLUSH BEA wall dimensions. 4 w _ Ir x Q _ _ _ 4x4 P.T. ;; :;> contactohpadesigncom - Provide solid blocking at all horizontal plywood joints nailed at 4"on center(staggered). 3 I POST - Connect 4x4 post at either end of shear wall to the posts below with a Simpson PHD2-SDS3 Z m z , p\j ° o z z ® Ir 4x4 P.T. holdown. Provide 10 Simpson SDS `/4"x3" screws into the side of the 4x4 and anchor into the -�III < _ 2:2x6 J I POST POST FROM- ( ) p PTJX6 TNL OG BEAR L WI IN m Q � 4X4 P.T. tY o p w � r ABOVE I www.HPAdesign.com concrete with a 5/8 diameter Hilti adhesive anchor(or equal) 8 minimum embedment. PAGE ELo ST Z z m - P.T.SILL o ua o o - 1Z o ¢ Z'l��' oa Shear Wall "B�� W ~ ° 4X4 .T. I ° 4X P.T. z POS o N x PST ;o � O I I O Second floor to elate height-shear wall width is 8'-0" I �, v o o " IL r a (IB3)2:1-%"XII-Yb"LVL FLUSH BEAM _' ~ I I 4X4 P.T. (Same as shear wall A) A m ° — — — — Q Q --�c POST DWD ENGINEERING, INC. = 414 P.T. Shear Wall "C" POST FROM I 4X4 P.T. 5 MICHAEL ROAD, E. BRIDGEWATER A3.1 > OST POST FROM 4X P.T. ABOVE J POST Ii • Tel. (508) 378-9602 is 10'-0" J ABOVE PST I ry Fax. (508) 378-2922 Second floor to plate height shear wall width 4 4 P.T. 3 , , (Same as shear wall A) o5T (IB2)2•I-/a XII-/e LVL FLUSH BEAM I � L �. X Q I 4 4 P.T. 4X P.T. , m Ir I Q rri I 05T PST I m Shear Wall "D�� m POST FROM I� I 4 4 P.T. ABOVE n 1 height-shear wall width is 4'-0" I 05T 6 J I " Foundation top ate g a 52.1 PO T FROM 4X4 P.T. I - I S o (Same as shear wall A) I 414 P.T. x 05T F ABOVE , N POST cc » I � I I �i Shear Wall E 4X4 P.T. I 4X P.T. 4 4 P.T. IL PO T P T 05T Second floor to elate height-shear wall width is 8'-0" c (Same as shear wall A) PT 2 6® I " OG EARI WA L WIT IN �r G WL S AGE ELO 2:2x6 X4 P P.T.SILL Shear Wall "F'' P05 IB4 LVL FLUSH BEAM � ; L J r r -9r—7r --IF*— 7r��— r- �r —7r— �--� —7--7�—;r POST FROM I 4X4 P.T. L POST 2: x6 r I J — (S e as shea Wall A) P.T. ILL d I I Z U.J L JIL J Shear Wall "G" . LL I� ;I�o Second floor to plate height-shear wall width is 10'-0" � '� POST FROM 4X4 P.T. x Same as shear wall A N J POST ) 4 4 P.T. P05, OS FRO n' I r POST FROM ,I r •. ( 0 T A VE ABOVE Q — — — — , I o JL JL JL JL L JL J JL L L JL L JL JL T 210 ERI I-J01 T5®I "O.G. - - 2:2XIo P.T. FLUSH BEAM �- Ck o 4X4 P.T. 4X4 P.T. 4X4 P.T. 4X4 P.T. O n/ POST P05T P05T POST 1� DC 7 t� 2X8 P.T.J015T5®I6"O.G. 1 a1-- -� LU B � O Q LL OLU Ln � '0 OF MASSq�y®� o� p0( ENIC 'j v ,TRUGTURt^�L Na.95062 A 1ST T FRAMING These drawings and specifications were 1 FLOOR prepared for vse at the location Indicated hereon. Publication and use is expressly limited to the identified location. Re-vee or reprodvction byy any method,in whole or In Part,is prohtbited without the written perm(ssion of HPA Design.o2oo I se r I 1�4 - 1 SHEET: OXI JOB NO. 20050520 -- -- DATE: SEPTEMBER 7, 200-7 DRAWN BY: RWB ', contact©hpadesign.com CHECKED BY. HPA/DD PATH: MOHAN/ 20050520_GDS G A SCALE: SEE DRAWING 3. 3. REVISIONS: # DATE DESC. 0 q/26/0l 155. FOR PERMIT I 10-5-01 ISS. FOR GON5TRUGTION 2 5-q-08 REVISED PLANS W/ BALG. 2X8 JOISTS @16"O.G. lo 2:2x8 2:2x8 2:2x8 2:2x8 (265)2:IXIO HEADER HEADER HEADER HEADER DROPPED BEAM 4 4 P.T. 4X4 F T. 04 P.T. vT J ROST POST POST O Wq , L JL L. JL JL IL ll - - ciw N 2:2X8 � ° N < HPA Design, Inc. N — F- 52.IV 4X T D.F. BUIL -UP I5T5 4X4 O.F. N¢ o � #2 P05T FLUSH W/2N FLR. #2 P 5T N = x ® � ALL EXTERIOR PORCH ❑A R C ❑H IO TD E❑© T❑ S❑ POSTS SHALL HAVE -_--- J L- JL J L - J JL -J - JL JL - -_JL - L - J-- L_ JL JL _ L- JL -JL - JL__JL -JL JL- JL - L L SIMPSON POST GAPS, — — — — — 2:2x8 2:2x8 I Ir TYPICAL <`` 200 Stonewall Blvd, Suite 5 (213 )2:14 'XI4" US L BE M 4X4 D.P. #2 POST Z I Q I ....... Wrentham, MA 02093 z o Q PARALLAM L J— I z POST I w N y's?...... o IL Q I o 508.384.8838 (T) POST P05T z co tX I 11 vLU FROM FROM _q d Q n?z I O I Ca _ z 2X8 J0I5T5®I6 O.G. 508.384.0483 (F) ABOVE I Jo m I ® 0 I v Q (2B3)2:2XI0 4X4 D.F. 02 DROPPED BEAM L " _ _ _ ,. contactohpadesign.com #2 POST Ir Q — — — — — — — — — — IL N I Q w J 4 4 P.T. 4X4 T. 4X4 P.T. .. m N I � 05T POSTPOST 2:2X4 (2B8)3:1-%"XI4" FLU H LVL BEAM L I c� N ( www.HPAdesign.com P T 2ND FLR.TOILET. I I 2:2XI0 J L J AL L AL X HEAD O P 6. 646 r 1- cx -� BAY A5 REOV 2:2X TAPERED JOIST X W 4X4 IL 2:2X TAPERED J015T N P05T FROM P05T FROM I x PARALLAM r- X ABOVE ABOVE SPECS.FOR DETAILS) POST I I v r - L 2:2X TAPERED J015T ir ALL EXTERIOR PORCH DWD ENGINEERING INC. A3.1 P05 FRO 2:2 8 P05T FROM w PA LLAM IF d 8 I POSTS SHALL HAVE CN VE HEA R ABOVE LIR d P 5T o fi� I 5 MICHAEL ROAD, E. BRIDGEWATER SIMP50N POST GAPS, ON5TR GTI = 4 D.F. — TYPICAL Tel. (508) 378-9602 B RING WALL #2 POST ~ I I Fax. (508) 378-2922 5 LID-B OGKII _ I L AB VE m Ir 51MP50N EGG o I c I POST FROM m -� I POST GAP ABOVE OPEN TO i LAIf- BELOW r x ° 4 X w fS U_ I W 5. `� < 14" JI II 5ER1 J01 5®I "O.G. 4X4 D.F.#2 U_ � � ~ zOr POST SIMP50N I L rya - v BEAM HANGER SIMPSON 51M SON 3 yz"XII-%8°L5L I M6U5.5 BEAM M6U5. BEAM - IL `? I o cy HANGER HA GER Q r P T FR M POST F OM 4X4 D.F. I I ® I Q o w IL BO ABO #2 POST 2B13:0/"XI4" FLU H LVL BEAM J cv Q . — . — . — . — . — . — . — . — . — . I I SP05T ECG lu B RING WALL r I P05T GAP LID- OGKI X4 I ISOLID-BLOCKING I I �w AB VE PA LLAM P05T FROM 2:2X4 I UNDER BEARING I L I o P05T FROM 05T I ABOVE P05T WALL ABOVE F 1 0 w ABOVE75 I .,. cv= 2:2X4 1r-1 3- 1r—��—1r - 1r�r —1r— 1r�L -1r 1�-1r= 2:2X TAPERED JOI T 51MP50N POST ( 12)2: - "XI Y4" 2:2x 2: Qn r W LVL ADE HEAD R HEA R L 4X4 2:2X TAPERED J01 T I M6U3.63 BEAM HANGER I POST �r I L �n x W ,L 2:2X TAPERED J01 T I ° 13 ` BI3)2:1-/4 XI4 FLUSH LVL B J F } - -- - - -- - ---- - -- - - rt'1 r 1r 1r 1 1r 1r 1 1r 1r _1 11- . 4: O 1�—1r - SOLI -BLO KING NDER WALL ABOV x�Q �a 11_I CANT BOTH O v m ' ii r BE MS cv 2:2X4 N x I P05T sr w,. LL N I 4X4 P.T. 4X4 P.T. 4X4 P.T. (2B1)2:2x10 DROPPED 4X4 P.T.4X4 P.T. 4X4 P.T. `r P05T P05T P05T BEAM P05T P05T P05T n/ C) m !�- n/ JOISTS®I6"O.G.(2X10 TAPERED TO 1-I/4") 2X8 JOISTS®I6"O.G. A 1.� r w ALL EXTERIOR PORCH /vl Lu Q I N Q 2 POSTS SHALL HAVE c i 5• 51MP50N P05T GAPS, B I TYPICAL O O LU 2:2x5 (2811)2:IA4"XT y4° � - HEADER 2:2X4 LVL HEADER 2:2X4 0 DL DL P05T POST � 0 N � � OF MA DOMEr�iC DeANGELO -� m STRUCTURAL No.350 GIs •> FSS/ P These drawings and specifications were prepared for use at the location indicated hereon. Publication and use is expressly T FRAMING limited to the Identified location. Re-use 2ND FLOOR or reproduction by any method,in whole or In part,Is prohibited without the A written permission of HPA Design.p2001 ii 1/4�, = 1, SHEET: 'q P a 0Q� JOB NO. 20050520 DATE: 5EPTEMBER 7 200-7 DRAWN BY: RWB ', contact�hpade5ign.com ', CHECKED BY: HPA/DE) I J PATH: MOHAN/ 20050320_GD5 G A SCALE: SEE DRAWING REVISIONS: # DATE DESC. 0 q/26/01 155. FOR PERMIT I 10/5/0-f 155. FOR GON5TRUGTION 2 5-q-OS REVISED PLANS W/ BALG. I ————————————————————---—--— %XLTI -- - ---------------- I I 2Xb J015T5®Ib" .G.ID-BL GKIN62:2x8 ER B ARIN6 HEADER I,ALLA VE HPA Design, Inc. 2:2X4 4X4 D.F. 2 2x8P05T ME #2 P05T 2:2x8HE DER VV JHA ER5 HEADER II JL IL JL J J J J J : s-:v. (3B4)2:I 3/a°X9 Ya° L BEA FLU »: F z 200 Stonewall Blvd, Suite 5 RAVE POST FROM I 51 P50 I w ABovE I Lu54 BEM Wrentham, MA 02093 ————— r —————— A3.1 4X4 4X4 D.F. :•::•:_•s>s (3 )W8 15 S EL BE M F 5H F M ( 508.384.8838 (T) PARALLAM #2 POST POST 2 0 52.1 I .. 508.384.0483 (F) ry � I Qu 4 I ... PARALLAM `�Q --- ------ contactohpadesign.com N w 10 F 15T5 Ib' G. z `� 2X .1 P05T I N w x r _ _ w Q GRO BRI 61N6 MI PAN co— www.HPAde g .com - -----� . - - --X ---- Xv I 4X D. ti. I ) SHADED AREA 3 D FL T01 T: - REPRE5ENT5 HE D OF PLU B6. POST FROM ® I - ® I .. EXTENTS OF ABOVE 2:2XI0 I ,�, . vy BALCONY AYA RE r _ nl .. ( 5 - U � w II II A3.1 BEA IN6 LL w 'S.+z6 I z ort 2:2 X _ `�� 2 DWD ENGINEERING, INC. LU 2:2XI0 S 5 MICHAEL ROAD, E. BRIDGEWATER 4LIP-B OGKI 6 A VE STAI I �.. �I �` GON5TRU TIN r� ? �.: X:: 2 r -... x Q?I Tel. (508) 378-9602 cn. �+... 52I m ...cal... \1� Fax. 508 378-2922 2.2X B5) XIO BEAM LUSH FRAM 2:2X4 ( ) P05T i X XIO OOR 015T Ib' .G. " 5.3 OPEN TO Q :. l X p W BELOW O r� m m CID _ r. : �w I LOW OF K CA Ujo � . mQ � cv I I N I III 2:2x10 L i r 2.2XI0 4X4 P T FR MrX I AM T F 12XIO LUSH POST BE 2:2XIo � I jI Ij ----- 2:2 4X4 D.F. I 4X4 D.F. i I I ----- PO #2 POST (3B3)2:1-%- )' LV #2 P05T w PRO D m II — — -- - ----- - ---J --- ---------- - r , , , r 2:2X8 2XIO GEILIN6-- ----- W/JHAN ERS HEADER J015_T5_IN_THI5 2X P.T. K I T Ib" 2X8 P.T.LEDGER -- AREA --- ----- (TA D I.. 10 ) L TO Z Z u, 3/8" (P LA6 SCREWS(4" LONG a u -- ® 12"O.G. 5TA66ERED ---------------- ------ ----- ---- — -- ----- ---- - I 1 e?i s --�� --- --------- I - ---- --------- ---------------------------- ------ -- - u��ll �- ------------- ------------ I - aQ --- --------- I �- IT) LL II O ------ --------- I I 1� ----- --------- } -------- --------- II V� - � _ �y � / o 2:2x HEAD R CL H 0 N OF MAS., � ENIC HIV. Gm DeANGELO r� ® STRUCTURAL wow No.3506 ATTIC/ 1 /2 STORY FRAMING ESS,o A 1/4" = 1' These drawings and specificatlons were prepared for use at the location Indicated hereon. Publication and use is expressly limited to the identified location. Re-use or reproduction by any method,in whole or in part,Is prohibited without the written permission of HPA Deslgn.Q200-1 SHEET: if`� h1 O L3 JOB NO. 20050520 - --- - -- --. -- --------- - - ---- --- ----- ---- - - - -- -- - --- - -- --- --- --------- -- -- --- -- ----- -- ---- - -- ----- - --- - - -- - - -- -- - -- -- --- ---- - - -- ------ - - _ - -- - -- - - - - -- --- --- --- - DATE: SEPTEMBER -7, 200-7 DRAWN BY: RWl3 contact(ghpodeaign.com CHECKED BY: HPA/DP PATH: MOHAN/ 20050320_GOS SCALE: SEE DRAWING G A 3. 3. REVISIONS: # DATE DESC. 0 q/26/0-7 155. FOR PERMIT 1 10-5-01 155. FOR GON5TRUGTION 2 5-q-05 REVI5ED PLANS W/ BALG. ———————————————————— —————————— —— ———————————— —————————————————————————————— ------------------------ II II II II II II II Q N HPA Design, Inc. -- ------ I I 6/12 PITCH f2,x4 -- ---2:2x4 I I ITi I (AB3 :2x10 HEADER - I -- --------- -----� 6112PITGH 200 Stonewall Blvd, Suite 5 12/12 PITCH ------_ 12/12 PITCH -- ------ ........:::a 'I>< '< Wrentham, MA 02093 .....::.... B LI--- --- --------- ------ ------Ip1 —11 1/12EITCI-L I� - -- - is>> >s: -- — ----- a ------ --- -- — -- ---- —I -- -- >s>ssr >s.. 508.384.8838 (T) . II ---- -- ---- .... 508.384.0483 (F) Q o ---- - -- - contactohpadesign.com -- o w >>>I < -——— N P H www.HPAdesign.com ROOF PECK III BELOW p I PARALLAM ---- Xb 15T5 I b 0 POyLU ---- - --- A3.1 -- -- DWD ENGINEERING, INC. o 5 MICHAEL ROAD, E. BRIDGEWATER x w -- 2 o 1 1 l Tel. (508) 378-9602 o J o Fax. (508) 378-2922 y Q� Q I ' V�i----- �„ ---- oQ III y N w ROOF DECK -------- �� ---- BELOW CL m 6/12 PI IC1H I I N � 12/I �PITGH - II I II Q II II II II w II I II II II II II IL----- J ----- -- ------ -- --— — ——-—- — I I ,2x4 I 3:2x4 --- I I 05T POST 12/12 PITCH L----- -- -- -------------------------J -- ----- ----------- ----------- I I ( 602 2:2��IHIAI�ER I I wa. R _ BELOW Z IC-----11---------- -----� --------------------------- -------- -- III - I I I I � N ------ - ————— ———————————---————————— ——————————————————————————————— `n V )L 12/12 PITCH 12/12 PITCH ° �..' �° CL ° I N f3 3. 1 C LL=_________ ___ _______=_=_ Z LU °O � .� � ° 0 AA4 t� DOMENIC W. ✓rG�� f e DeANGELO STRUCTURAL No.35062 I ST FSS/0 CEILING FRAMING A These drawings and specifications were H prepared for vse at the location indicated hereon. Publication and vse is expressly 1/4 limited to the Identif led location. Re-vse 4 = or reprodvction by any method,in whole or In part,is prohbited without the written permission of HPA Pesign.Q200-7 SHEET: d'O a oQ� JOB NO. 20050320 ------ --- - - - -- _ - . ------ -- -- - --- --- - -- - -- — a DATE: SEPTEMBER 1, 200-7 DRAWN BY: RWB contact©hpadesign.com ' CHECKED BY: HPA/PP PATH: MOHAN/ 20050520_GD5 SCALE: 5EE DRAWING G A 3. 3. REVISIONS: # DATE DESC. I 0 cl/26/01 155. FOR PERMIT 1 10-5-01 155. FOR GON5TRUGTION 2 5-c1-Ob REVISED PLANS W/ BALG. 2X6 RAFTER5 @ 16"O.G.(® PORGH ROOFS BELON I II I I _ i " yA HPA Design, Inc. oR ..C0000aoo , I _ 011 _- :: .................. ---- 4x4 D.F.#2 I I I- z o,�x7 - -- ----o ---- 200 Stonewall Blvd, Suite 5 LL P05T 17— 11 I ILU -----I Wrentham, MA 02093 A3.1 I r �I 508.384.8838 (T� �? 508.384.0483 (F) . .._ contactohpadesign.com I www.HPAdesign.com 5IMPr- VALLEY I ( ------------� m I HAN6ER 4X6 PARALLA LL oo Q Q II II II P05T I --- Lu cTi p v 2XI2 ID6E ARL --- i Q o A 2 o sIr�PSo I I �W I I I I I I - DWD ENGINEERING, INC. VALLE 5 MICHAEL ROAD, E. BRIDGEWATER / LU-' ® Tel. (508) 378-9602 HAN6E i i=a Fax. (508) 378-2922 aT- �Q� �Q - o oo N O pl I p �m ow J - r - - -----� ---I I I LU IN 4X4 D.F.#� o I z . P05T w J Q) ll' La L-----------� �__J �_ I I --------mom -- -------- -J------------ I I I C oz - I FLAT ROOF DECK BELOW ( ; ----I ---------- --- ---- -- ------------------------------------------- _._ w_.,.. __..�... _.." � _.__.. .�. a. .. .. J - - - --- T I I �� ---- - -- - -- -- - ---- - ---- - -- - ---- - ---- - -- - - O Q Q II 0 c) 2X6 RAFTER5 @16"O.G.(® PORCH ROOF5 BELONG V 1 X- x Z la J I I I I ROOF RAFTERS BALL ROOF RAFTERS ARE 3 A0 @ 16 O.G. ( UNLE55 � LU -----� --------- --- OTHERWISE NOTED) �— o - O C- � 1y OFf�lgss9c �a®� XS DOMENIC DeANGELO m Q STRUCTURAL � No.350S2 �. 9o��FGIST These drawings and specifications were 1 ROOF prepared for use at the location Indicated FRAMING hereon. Publication and use is expressly limited to the identified location. Re-use or reproduction by any method,in whole or in part, is prohibited without the written permission of HPA Design.©200-1 1/4" = 1' SHEET: O F JOB N0. 20050320 -- - -- -- - - -- - -- --. --- - --- ---- -- - - ------ --- --- --------------- -- -------- - - - ---- -- ------------------- -- ---- ----- --- ------ -- --- - --------- --- - --- -- I I DATE: SEPTEMBER T 2007 RIDGE DRAWN BY: RWB 4 BEAM contact®hpcide5ign.com CHECKED BY: HPA/DD PATH: MOHAN/ 20050320_G05 PLYWOOD FLOOR DEG" 2X NAILER 3/4" T46 PLYWOOD SUB-FLOOR SCALE: SEE DRAWING NAILED 4 GLUED I2 12 - REVISIONS: ' 12� �12 � � # DATE DESC. FLOOR JOISTS FLOOR JOISTS O q/26/O' 155. FOR PERMIT 1 10/5/0-7 155. FOR GON5TRUGTION 2 5-q-05 REVISED PLANS W/ BALG. o o .......: S �J JOIST HANGER FLOOR JOISTS Ix3 5TRAPPIN6 (SEE FRAMING) BEAM(SEE FRAMING PLAN) 1/2" GYPSUM STEEL BEAM 12 WALLBOARD (SEE FRAMING) 'FINISH' ON I X3 WOOD STRAPPING ® 16" O.G. (SEE PLANS FOR FINISHES) Q4F RgM�NG J > HPA Des! r% Inc. 9 oa000©aa BEAM DETAIL BEAM DETAIL BEAM DETAIL NOT USED BEAM DETAIL LVL RIDGE 1 2 3 ¢ BEAM(SEE 200 Stonewall Blvd, Suite 5 FRAMING PLAN ....:::::.:....... <: Wrentham, MA 02093 508.384.8838 (T) <` 508.384.0483 (F) contactohpadesign.com 2x WALL GON5TRUGTION www.HPAdesign.com 3/4" T46 5TURDI- 2X6 P.T. FLOOR PLYWOOD DECK BEARNG WALL 2X6 P.T.SILL 1/8" WIDE (MIN) CONTROL JOINT FILL w/SEMI-RIGID JOINT ° SAW GUT WITHIN 12 HOURS FILLER A MININUM OF 60 o '4' T� Q ,.. 4"CONCRETE 5LA5 AFTER POUR DAYS AFTER PLAGEMENT _ A SLAB INFORMATION (SEE PLAN) "t"/4 "t SEE PLAN DWD ENGINEERING, INC. 5 MICHAEL ROAD, E. BRIDGEWATER + x �x x a x x Tel. (508) 378-9602 1/2"PIA. Fax. (508) 378-2922 FLOOR JOISTS ANGNOR BOLT ®4'-0"O.G.MAX. �. a #3 STIRUP5-TYR a P05T } LOGATION5(3)5TIRUP5 GEILIN6 JOISTS l0'w LONG. '�° ° TOP T' THEN 12"O.G.TO - -- -- - - ._ -.. FDN.WALL B.O.WALL VAPOR BARRIER 4 t 3-#s ROD5 PERP. a NOTES: POROUS FILL ®COLUMN LoGATIONs I ad #5'5-FOOTIN&TO TOP THIS DETAIL NOTED AS "G.J." ON PLAN 2eoT#'rOMOM OF FTC. 1 ° ,, of WALL ITYP.) 5EMI-RIGID JOINT FILLER SHALL BE EUGO -700 BY THE EUGLID CHEMICAL COMPANY OR APPROVED EQUAL 6ALV. METAL ^ 24"W MIN.X 12•D' . JOIST HANGER Q< FGOOO"TTiNG LVL BEAM (SEE FRAMING PLAN) " qq S" Ix3 5TRAPPIN6 ° d , . a � Y Sr 1/2" 6YP. BOARD p f ( 6.. 7 Qn BEAM DETAIL WALL DETAIL n CONTROL JOINT z (5 N.T.B. \ r LL C) 7 < Ul } CL c) lu A D- 1 �1PNNL A4� OFfl4ggsC ®� I DO�PeEN1C�I. G�� I a STFUI;;TURRL DeANGELO NO 25052 O9oRFGIST , e� repared for use at the location Indicated T phese drawings and specifications were hereon. Publication and use is expressly , limited to the Identified location. Re-use or reproduction by any method,in whole or In part, Is prohibited Without the written permission of HPA Design.0200"1 Ilk SHEET: � O JOB NO. 20050520 i!