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BP-74822SI®ENTIAL ❑ Phased Approval (R106.3.3) r S25.00 APPLICATION FEE IS NON ]FIX -FUNDABLE s& NON-'I'IQ_4NStl ^�OUTx.,, DAILKLULIVtU it 9s:. DARTMOUTH BUILDING DEPARTMENT , A„ p 400 Slocum Road Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT. REPAIR. RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Board of Health: Signature: Conservation Commission: Signature: D.P.W.: Signature: Fire Chief: Signature: Other: Signature: Brief description of work being perfon ZX opertyAddress: 22TL14, ft J tact Person: AA, one Number: {a — 7ERt —170 .4 Water Supply (MGL c40 s54): 4'5 Sewage Disposal System: ❑ Municipal ❑ Municipal ❑ Private Well ❑ On Site Disposal System PX KI/A- Date: Date: Date: Date: Date: 1.2 Assessors Map & Lot Number q Map Lot is '� 17 1.3 Historical District ❑ Yes a4o Year Built ❑ Altering more than 25% per side of building Has application been submitted to the Historic Commission? ❑ Yes ❑ No Date: Revised 5 I ❑ CONSTRUCTION PLANS ❑ SITE PLAN ❑ ENERGY REPORT VA RCS UNT1At •�� SECTION2=PROPERTYOWNERSIHIP/AUTHORIZEDA_GENT .:.,.- .. ..._ .. ` ,('....... } I Ownerecord: /.� C. a2- TU/ c�a r• /�� • -1-7D iJ f C/+ A,7 'U J.1--i (� & [ 9 -7T9 / � { v f Name (print) Contact Address Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number 71 SEbT16 3 r CONSTRUCTION SERVICES - 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: Address: Expiration Date: Signature: Telephone: 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Pemon(s) who owns a parcel of land on which he/she resides or intends to reside, on which th re is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use andlor farm structures: A person who constructs more than o e home in a two-year pedod shall not be considered a Homeowner. If you are applying under this on siggnI Jlbelow: Signature: SECTIONS=WORKER'S'GOh11PE- T10hf1F4SURANOE,4FFIDAYIT.(MGI:�152§25)s _ , Worke,'s Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result In the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ Yes ❑ No _. ;-: SEE710(�5=DESCRIPTION_GFPROpl7SED4VORIC(Check"aliapptic able) ❑ Deck ❑ Pool ❑ ❑ Alteration ❑ Chimney/Fireplace ❑ Wood stove/Pellet Stove tt,Repairs )) -Yd.tr�dc�ifdr� �� ❑ New Construction* [�[�� ccessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No. of windows _ Doors_ ❑ DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) -fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided 13 Hot Water: Gas Electric Fuel Oil Other SEt TION 6 +'ESTIMA fEDiPONSTRf1CT1DN COST" - Item Estimated Cost ($) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5 Total 1+2+3+4) <SECTION7A OWNERAUiHOR1ZATt0 (to 6e compfeted when owner s agent-or`confrebtot applies toy Uuilding permit) (Please Print) 1, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date r SECTION-7B-OWNEWAUTHORIZED AGENT DECLARATION'. - r.N A -Q W (l JR JJNPr , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed and r J the pains and penalties of perjury. Signature of Owner/Authorized Agent Date SECTION 8 OFFiCEIINSPECTpR'S NOTES =4 Less Application Fee: $25.00 Remaining Balance: $�il 4` Total Permit Fee: $ � % Z- Other $Amount $ Gross Area - New Construction total sq. ft. / Gross Area - Alteration total sq. ft. Permit Issued to: (`gsTP-t., / eZ 4154 4" •Ly1 /LZ f�F/��i 4i <,- � - ,;-=.SEGTIOF191DESGRIPTIDN OF'WORK�EING�ERFARMED „u` � _ t ° :•` QJ,Itlr�lbr 4j (' 'PGfI Qj�j� T' �SfRaSP� iAZb =,7z !t - o- 2 - 115 Bars, Cont. Fin. Grade= 44.0'±� 1 2 T I. ' � 2aIEo° 124" 9'-0' OHD NOTCH 2�(F" 9'-0" OHO NOTCH 24'I _L I N - I I I - - -- - - - - III - - - - - 51/4"XJ12Lm�aed - _ - - - Post - Typical For 2 - - rn ---------- CM- - - - - - -+� - - - X' - - - -- - - - - ill - - - - - - - - --- - - - - - - l0" Conc. Fndn. Wall - - _ _ _ _ �1 n II''7" 1!'7"I SN 74N 7% Simpson CC66 4" FOUNDATION PLAN SCALE: 1/4" = V-O" If. ' ON. P.T. 2x8 511 4" #4 Bars @ 16"o.c., Horiz. 5/8'5( 12"J-Bolts @ 36"o.c. Max. ! 0" Conc. Wall Simpson CB66 #5 Bars @ 16'o.c., Vert. I'. le, 16' Dia. Concrete 3',1', Sono -Tube Post Base i� 4" Conc. Slab w/ L; 6xGx3/16"W.W.F. Mats b 1 #5 Dowels @ 16" o.c. �{ 1/2"Joint Filler (Typ.) ' v � 1 t; #3 Ties @ 12'o.c. 12" 3 - #5 Bars, Cont. 1 20" � irk N i Rubber Membrane T �2" Douglas Fir Planks, T if G P.T. 2x 12 Joists @ 12. ox. 5 = 1.7% 1 24'-0" \ 5-I/4'x Beam - olfain Treated \\\ PSL Beam -Treated Joist Hangers - Typical U `'5-1/4'x5-114'Timberstrand o� LSL Post - Treated +1 #5 Dowels - TI.= 8 SLAB EL.= 36.3' Min. 2' over L Compacted fill #5 Bars @ B"O.C., C.W. m 12r ON SECTION X' 1/4' = I'-0" Treated Rim Joist T.O. FNDN. = 45.0' m B.O. FTC. = 32.0' o- ! 2 3 240" 124" 9'-0" OHO NOTCH 2� 9'-0" OHD NOTCH 1 24"i 12" ---- T.O. Wall_ 35.6'---1-- TO.WaII_35.6' -~- - N ¢� ', �:;, •� �II----------------------- I 1 �I I x51ab lev.=36.3' I 7/Bx 16° A.B. I IAI < l I I I 5/8x12'A.B.'s @ 36°o.c. I� I-•� I I III III I I i i I I TO.Wall= 45.0' _ _ l l i �10D. Concrete Sono -Tube On I I �/ II 4'x 4'x 12' Footing - Tjp. For 21 ' ---- II I III Simpson CB66 Post Base . I I o 10 4 Cox. Slab w/ o m Q I l i 6xGx3/I6 W.W.F. Mats U) I I I III I1 III I � I �'I I I III I I I I I I I ---- I II I I I' I I 5awcuts On Column Lines III III K 20'x 10"Cori. Footing I l 10"Cori. Fndn. Wall TO.Wa!! = 45.0' I Zgx16"A.B. xSlab v.= 36.5' I--------------------------� I -i2r----- - - - - ---------- - - - - - - - I- � 5" IV-7 N f-- 5" 1.5'x 1.5x 3/16" Galv. Angle I 1/4"D. Hooks @ 121o.c. ±4'x I" DETAIL 'M' NOT TO SCALE IV FOUNDATION PLAN SCALE 1/4" = 1'-0" LEGEND: • 5/8'x 12"Anchor Bolts @ 36"o.c. EI 7/8" x 16" Anchor Bolt 4" Conc. Slab w/ SLAB EL. 6xGx3/16'W.W.F. Mats Compacted Fill / I 7 F --------------- F I - - - - - - - - - - - - - - SECTION 'A' I 1/2" = 1'' 0' Step Down I' With Angle Iron Anchored To Concrete Slab @ I- Step - See Detail 'M' - 24°Apron EL.=36.0'± i Ali I• N B.O. FTG. = 32.0' GENERAL NOTES 4 WOOD FRAMING SPECIFICATIONS: 1. GENERAL DATA: NO. OF STORIES = 2 (FUTURE) MEAN ROOF HEIGHT = 24'± (FUTURE) BUILDING ASPECT PATIO = 30/ 24' = 1.5 DESIGN WIND SPEED = 110 MPH, EXPOSURE C ALL STRUCTURAL FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH THE AF4PA WOOD FRAME CONSTRUCTION MANUAL (WFCM-2001) FOR 110-MPH WIND ZONE EXPOSURE C. 2. ALL NEW FRAMING AND ALL FLOOR, WALL $ ROOF SHEATHING SHALL HAVE CONN'ECRON5 AND FASTENERS IN CONFORMANCE WITH AWC TABLE 3.1 "GENERAL NAILING SCHEDULE 3. ALL WOOD MEMBERS USED FOR LOAD -BEARING PURP05E5 SHALL BE IDENTIFIED BY AN ACCREDITED GRADEMARK 516N1F17NG COMPLIANCE WITH D.O.C. P520-99. 4. ANCHOR BOLTS SHALL BE INSTALLED AS NOTED ON THE ANCHOR BOLT PLAN, WITH A MINIMUM OF ONE PROVIDED WITHIN 6 TO 12 INCHES FROM THE END OF EACH PLATE. PLACEMENT OF ANCHOR BOLTS FOR HOLD-DOWN ANCHORS MUST BE INSTALLED AS NOTED, ALL OTHER ANCHOR BOLTS SHALL BE SPACED AT A MAXIMUM D15TANCE OF 36N BOLTS SHALL COMPLY WITH ANSVASME B 15.2. I SQUARE # HEX BOLTS AND SCREWS'. ALL ANCHOR BOLTS SHALL HAVE MINIMUM 7" EMBEDMENT IN CONCRETE FOUNDATION AND 3"x3'xl/4" WASHER t NUT. ANCHOR BOLTS SHALL BE GALVANIZED STEEL. 5. THE FOUNDATION 13 PROPOSED TO SUPPORT A FUTURE BARN WITH THE PROPOSED 2x 12 J015T3 TO BE USED AS TEMPORARY RAFTERS AND AS FUTURE FLOOR JOISTS FOR THE BARN. GROUND SNOW LOAD, Pg = 45 P5F ROOF SNOW LOAD, Pf = A Ce)(Ct)(1)(Pg) = A7)(1.0)(1.2)(0.6)(45 PSF) = 30 P5F ROOF LOAD = 45 P5F (30115) FUTURE BARN FLOOR LIVE LOAD = 125 P5F PROPOSED JOISTS (TEMP. RAFTERS) ARE DESIGNED FOR 125 PSF LIVE LOAD. FOUNDATION SPECIFICATIONS: 1. THIS FOUNDATION IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE MASS. STATE BUILDING CODE FOR FOR I IO-MPH WIND ZONE, EXP03UPEC. 2. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY THE FOUNDATION LOCATION AND ELEVATIONS IN ACCORDANCE WITH THE APPROVED 51TE PLAN ENTITLED "SITE PLAN, 22 JORDAN ROAD, DARTMOUTH MA' PREPARED FOR ANDREW P. BURNES If AMYW. BURNES' DATED 5119114 BY SITE DESIGN ENGINEERING LLC. 3. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR UNDERGROUND UTILITIES PRIOR TO THE ERECTION OF FORMS AND THE POURING OF CONCRETE. 4. ALL CONTRACTORS SHALL SAFELY SHORE, BRACE OR SUPPORT ALL WORK AS REQUIRED, AND SHALL IN`'URE THE THAT WORK 15 CONDUCTED IN ACCORDANCE WITH 05HA SAFETY RULES AND REQUIREMENTS, 5. CONCRETE FOR FOOTINGS, FOUNDATION WALLS, COLUMNS AND BEAMS SHALL HAVE A MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 26 DAY5. MAXIMUM CONCRETE SLUMP SHALL BE 5 INCHES. ALL CONCRETE SHALL HAVE MAXIMUM I -INCH AGGREGATE 51ZE AND MINIMUM 6% AIR ENTRAINMENT. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT WITH MECHANICAL VIBRATION. 6. CONCRETE WHEN PLACED SHALL HAVE A TEMPERATURE BETWEEN 50 DEGREES F. TO 70 DEGREES F. DURING COLD WEATHER (AMBIENT TEMP. BELOW 40 F.) THE CONTRCATOR SHALL MAINTAIN A MINIMUM CONCRETE TEMPERATURE OF 50 F. FOR THREE DAYS AND ABOVE 32 F. FOR 14 DAYS AFTER PLACEMENT. DURING HOT WEATHER (AMBIENT TEMP. ABOVE 60 F.) THE CONTRACTOR SHALL FOLLOW RECOMMENDATIONS IN ACI 305R TO MINIMIZE TEMPEPATURE AND SHRINKAGE CRACKING. 7. REINFORC1Nr; STEEL SHALL BE DEFORMED BARS CONFORMING TO A5TM A615 GRADE Co. PROVIDE SUITABLE SPACING, CHAIRS, T1E5, ETC. FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. 6. CONCRETE COVER OF REINFORCING STEEL SHALL BE AS SHOWN ON DETAILS BUT NO LESS THAN 2 INCHES. 9. MINIMUM SOIL BEARING CAPACITY EQUALS 2000 PSF. SOIL WITH LESSER BEARING CAPACITY SHALL BE REMOVED # REPLACED. ALL 501L OVER WHICH CONCRETE 13 TO BE PLACED SHALL BE FREE OF EXPANSIVE OR COMPRESSIBLE DEBRIS AND ORGANIC MATERIALS, AND SHALL NOT BE FROZEN. 10. STEEL REINFORCEMENT SHALL NOT BE BENT IN THE FIELD UNLESS THE BARS ARE SIZE 6 OR SMALLER. TIES, STIRRUPS AND HOOPS SHALL CONFORM TO ASTM AG 15. 11, WELDED WIRE FABRIC SHALL CONFORM TO A5TM A155, SUPPLIED IN THE LONGEST LENGTHS PRACTICAL, ADJOINING SHEETS SHALL BE LAPPED ONE GRID PLUS 2 INCHES. 12. ALL FOOTINGS, FOUNDATION WALLS COLUMNS AND BEAMS SHALL BE CENTERED ON GRID LINES, UNLESS NOTED OTHERWISE. 13. CONCRETE FOR SLABS SHALL HAVE A MINIMUM 3000 PSI COMPRE551VE STRENGTH AT 28 DAYS. PROVIDE SAW -CUT CONTROL JOINTS IN SLABS WITHIN 24 HOURS AFTER PLACEMENT. FILL JOINTS WITH EL45TOMERIC COMPOUND. 14. ANCHOR BOLTS SHALL BE INSTALLED IN THE 512E5 AND LOCATIONS NOTED ON THE DRAWINGS. 1 CERTIFY THAT THE PRO.P05ED STRUCTURE A5 SHOWN # A5 NOTED HEREON 15 IN COMPLIANCE WITH THE STRUCTURAL LOAD REQUIREMENTS OF THE MA55. STATE BUILDING CODE, 6th EDITION FOR 110-MPH WIND ZONE, EXPOSURE C. Cs 4 y� / i 'JUNIPER JOHN H. TERRY & LEGEND / N/F 5��4c SLOCUMS RIVER \ �� - ' / pR / \ ` / 5/ ; MELISSA M. UNDERHILL EXISTING DEED Z� BK.4445/PG.191 PLAN BK.142/PG.59 - / - 36- CONTOUR N F DO\ / / / / / MAP 9 LOT 32-3 DEBORAH COOLIDGE HARVEY GOLDMAN 4as SPOT ELEVATION CURREN T OWNERS ANDREW P. & AMY W. BURNES /' a" JUNIPERII„, x CA / DEED BK.4454/PG.238 off DRILL HOLE a 22 JORDAN ROAD / °AK PLAN BK.142/PG.59 DARTMOUTH, MA 02748 ' JMAPLEMAPLES c # LAMP POST JUNIPERS �52` ip� MAP 9 LOT 32-5 2 Fy YS TITLE REFERENCE: - r 3 ' OY DEED BOOK 1836, PAGE 1178 24 / i A LANDSCAPED AREA vo NECK RpPo c� RpPo 0o DEED BOOK 9320, PAGE 246 Yl / OAK SHRUB/BUSH / To" ARSE LOCUS �o�o SITE LOCATION: _ _ /'°"K // /, se STONE BOUND v 22 JORDAN ROAD - - ' DARTMOUTH P DARTMOUTH, MASSACHUSETTS - - -- - - - . \ PARCEL B _ o �X v (PLAN BK.142/PG.59) STONEWALL o ASSESSORS REFERENCE: , a / / MAP 9 MAP 9 LOT 32-7 � UP UTILITY POLE LOTS 31, 31-1, 31-2, 31-3, \ / 7 -11 ,R / 31-4, 31-7, 31-8 & 32-7 \ xxx -",._ ' _x ES ALDN� sro�c WALL TrP" WATER FAUCET SITE LOCUS NOT TO SCALE PLAN REFERENCES: hcu DERV` �' PC Ali J;P v,IAL J _ / ' WELL PLAN BK.130/PG.17 ` / �� PLAN BK.142/PG.59 �5 / 1 � `.� � f',ET aIIJ;� WAI L �y/ �. / / >-WOOD FENCE o w v 1� 'rn2EE / y` 358x- �� " P40POSED STONE x -WIRE FENCE f RETA-ININ ALL 3,}SS�� d v e/ �� A\-x ��. / /' OVERHEAD WIRES r 'V 7 �,� ROOF 1.6 Y` iYYI TREE LINE / 72r x / V ❑ a\ x OVERHANG 9xyr- sss \ - ��p PROPOSED OAK.43.1 4 . -_r-3-6.31 -_ C 2 v a u' - /' 38 ONTOUR e PROPOSED oleo 4t D x BARN 43.9x SPOT GRADE LOT-3 // 10 WIDE v _ -- - - _PROPOSED /' / / ADDITION ` v SHED v _ - _ 36'X24' MAP9 ��a v, X �' ' AR - - - / LOT 31-3 / / 5 ` ' 433 4a-2 `�. _ MAPLE / /' / TON 11 43.8 -44-` / � _ / ' / I r':, ❑ NO RAMP 1/ ®TREE ® I _ - - / 1 I {08-463 _ _.. 413 2.0 TREES 2 1 SLA 3 . p 8 I �'� GATE v D I .v . A / I J SITE DESIGN ENGINEERING, LLC. 11 CUSHMAN STREET MIDDLEBORO, MA 02346 T:508-967-0673 F:508-967-0674 WWW.SITEDESIONENG.COM cn O CD F= J m J 0 0 w !n CL n o m 0 0 � H � o U) o z ® 4 /% L T- I PLAN REVISIONS / _ CHESTNUT ® - <a PROP( MAP 9 L 31-1 � I i p or / - - 4,. _ n 441.1_ % 2S E 0 m DATE:UST 13g2013 GRAVEL 44.B 7AP�INC DR VEwAY -' DRAWN BY: COMPS. Y: CHECK / -4o I / RLM RLM TWH 44.9 H A (Fnd) i"= // // / / --- 43 --- jam_ 44,3 PROJECT N0. 13052 2. -45-. I SAPUNcs ., _ co , /` ISSUED FOR: x ';,h,:: SHED 2' 44.8 Hfiv7 v A � ( N © \ S \ PHANDuvP x45.3 � � ILOCUBT '� - 4d- � � "`FSS 9FGI5T'cRE��Q`Nb 6" / LOT-3 CHICKEN J I ® / -' , _ , "- LAN ` �.Np� DS 4~ ® VENT ' v m �, ,a� `NE 4 / MAP 9 COOP x CHERRY /© CHERRY '� / LOT 31-3 4s.2 / f LOT-5 ' ' /6 X 30� "-' / / / , / MAP 9 LOT 31-4 r ARBORVTAES I 44.5 / // ^ // �• /©.-- � / NOTES. 7�ERRY ' I - = 3:.. ti / ARBV. 5- I M %' /' / / / / / / MAPLE o / domes mmz~ SAPUNcs � E I TOPOGRAPHIC INFORMATION HAS BEEN COMPILED FROM AN ACTUAL ON THE SAPLING '\ L'NE i 44.5 I / \ / nl n z OAK 2"s`AP. R 1 a4s GROUND SURVEY PERFORMED BY SITE DESIGN ENGINEERING, LLC BETWEEN k 442 /1 DECEMBER 23, 2004 AND AUGUST 6 2013. / - - - _ SHED , -44&x• 4 I �45.2 /SAPLING 35-- - - -/ /'' / / / 44.2x EMLOCK FIRE PIT 'o Illj�'L� w ` ri111 ARBV, ( I ®,.- ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. O \o I' GREENHOUSE \ Q THE SITE IS NOT LOCATED WITHIN ANY SPECIAL FLOOD HAZARD AREAS AS © DETERM CHERRY 1 ' / / I I � -`sl NED FROM FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER k= X 6` �, BULKHEAD our000R c li 4'6 I I 2500510486F, EFFECTIVE DATE JULY 7, 2009. .y -- / / \ \ •., ., TREE DECK ACCESS 44 x SHOWER �{ � J � I > 1 _ F] Q 3" PR E I p V/ V) 44.3x 4s5 I EXISTING UTILITY LINES SHOWN ON THIS DRAWING ARE FROM AVAILABLE x DECK -.�..° APP E �- � 1 � ,Q 0 LLI BUSHES 454 I I INFORMATION AND ARE APPROXIMATE LOCATIONS. THERE MAY BE EXISTING �`'' \ \ 45.8 3" 1 > LINES OTHER THAN THOSE INDICATED. SITE DESIGN ENGINEERING LLC ASSUMES I- z PROPOSED' APPLE v v'. \ c) 10.0' ' I c; NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES W < 20'x28' FARM I I (fl 4" SAPLING OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, (n m T GARDEN GARDEN. SILL=47.4 EQUIPMENT GARDEN I \ \ 443 1 THE PROPER PUBLIC UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED. / A v vv 1 C EXISTING 4s.8 0" SHE'D 4a.3 _ >,7 DWELLING 44.3 r) ROE ( 7 Q Z L; �^ 76.1' Z U MAP 9T LOT 31 8~} m 22 JORDAN RD. z ( I Q 47�p]{,. aL \ I1N1 45.0""0 I : ti17. wJ - - - I R BED 1 4 4 FLi9W'ER BED ELC h- 4 - ( I CONSERVATION RESTRICTION FLOWER BED �' .. yy .p � 1 / BR: TM�1 4" � � 1 �j'BRIC�KrPAT10';�f ��ai ��c''r -� ( 1. LOT-2 � � � 44.7 \ I -.. GRAVEL I k: X N NATION RE n / A46.1 PIN 45.6 DRIVEWAY I 4 x I a_ sg- APPLE � 1 !�kt � UM3 - C � .i A � � � LLI � � MAP 9 LOT 31-2 _ 1 h 4 Alx� O4 / I BIRCH / LL 4 RICK1 1 n til �V B" �*. I Ip�i PAiib. \ \ 3, Y.t'CLLJ ^.` /� TREE �1 I A m 4 �,t�� 8 rT FLOWER BED FLOWER BED MA>LE / 4s. © rThY.j'a..�,.,}'... v x4s O I45s X rj 144.1 I Ct,V A - C //'�J / CEDARS '� BL,UEBERRIES , I I ' 5. ,�'�.. I - � / ,. w ❑-vvv vi x--- I' 1 , = N 4 © 5:. VI 2' CHEERY / ,0. 6' CHERRY J `� 45.5 „^-�p5 HOLLY BLUEBERRIES APPLE _ �` �Q`t✓y{ N m 4' / �EECN i �'l�, GARDEN/ GARDEN I ��CEDAft ! C0 BULK LLJ 43.5 \ C / 2" CHEERY HEAD \ M< v� 2 T H ES 3 AR[sv. AD/ SILL 48.3 \1 t / ¢'i 2" PINE ' ' 12 y 6" OAK / m 4" V A BEECH- }(^J ®4' OAK CEDAR _ \ __.. -._ - C {MATE � 4Q I // 458 I � � TREE � �#4. � � ''. � Q I �1 I 1 3 �`\� I ISLAC STONE / T \ _ 1 1 =.Ni i BENCH MARK "� = BERRY Bu _s / / _ / WALE _aa � 1 I, , 44.21 l - -_ SPIKE IN UP #232/3 p�} - ! . / `• / LILAG, BUSHES _ ELEV.=42.12' (NGVD 1929) n - - '-.'--' A .r..+--. _ ._ _..w _ _ - _.- - �` _ - - - - ' -. - ..;;-a,�:a... .. -� Y- ".,x_ _.r . _ _ ................ "--`-j lily r _ _ - � `.: r �- ..-6MAPLE _ -- .....__ _ ....- TE UP #32_D DRAWING TITLE. -Art- #232/1�SIG _-UP • JubPEa - - u.� PARCEL B -- ' #232/3 MAP 9 LOT 31-8 _ / BIT. CONC. / / #232/2.5 1 JUNIPER J 0 R D A N JUNIPER 45.2 (PUBLIC - i� VARIABLE WIDTH) \7s R 0 A D BIT. CONC. 20 0 10 20 40 SCALE: 1 INCH = 20 FEET SITE PLAN SCALE: 1" = 20' SHEET NO. 1 OF 1 ✓� C • ode esc '! �§ --® f i t � y3 : {� RR cx 6 i des€?c vp R amp $�g " g I i F� 3£'e 23 C1, NIT. m iQ�. € a 4 3 tip i § N §s R 9 t 5$eag g.- \ 2i 3 m P i g o SITE PLAN `' ; m lip. �y '� a■ O m 22 JORDAN ROAD F, a p S DARTMOUTH, MASSACHUSETTS Z mNErdt S u P$E 2 ANCREW P. BURNES k MY W. BURNES Fj l EXISTING ELECTRICAL PANEL LOWER LEVEL FLOOR PLAN I I I I I I I I I I I I I I I I I I L_ — I I I I I I I I I I I I I I DIN FIRST FLOOR PLAN F I I II I I II I !I I I I I I II I II I II I II I I I I !I II II I I II II II I I 11 i!I II II it I II 'I !I !I II II II li I! II I I� I II !I II II II I II I 1' II I' II I_ ! li II Ii li II II '! 'I II II I II II ,: II !I II II !I li II II !I I II II I II II II II I! [GRADE EL-3'--- ------ -- — TI —--'r--IT—-i — II I I! II II II II II I I! I II I II II I I! II II I II I II I I! 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Brungraber, Ph.D., P.E. 2020.10.09 10:48:07-04'00' —J IN n4o +� m E U O co O -f--r N U o U 'L L O 4) N .N O O-0 U L Q) Q) L cn O t 4-j 0) c/) - �LL U co 2 L.1_ F- _ ZD Z � oD �o 0 o Z��- oL- UA Q�- w 11 W 0 LL +� T ZQz' W 2 N � OCID CID O N M Q SECOND FLOOR PLAN ROOF PLAN ko CIVIL NO.3418 SS/O(�JgL E? FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Delm, NJ 08075 ben@ftet.com 40 +� m E U o N 0 s— (CS — 0 ca m N .�' 0 O .0 U L � (D N r L LL O� 4'-^0 0) v! .� •rL Lo i U co ZQ Q = m 0 z O 0 0 z O � o U) Q W u W O W0� 0 z Q L r W- 0 O o N � 3 0 c) co N cn 12 4 WEST ELEVATION 12 4.5 EAST ELEVATION 12 4.5 12 �4 n RIDGE ELEV @ 27'-1 1/2" STANDING SEAM METAL ROOF I WOOD TRIM, PTD., TYP. PROVIDE BLOCKING IN SIP FOR FUTURE AWNING Ili WHITE CEDAR SHINGLES WOOD CORNER BOARD, - PTD., TYP. WOOD CASING, PTD., TYP. WOOD GUARDRAIL, PTD. n 2ND FLOOR SUBFLOOR V ELEV @ 9'-11 3!4" n TOP OF DECK 0 ELEV @ 9'-6" CANTILEVERED PT GLULAM DECK, SEE STRUCTURAL DRAWINGS PT GLULAM BRACKET, TYP., SEE STRUCTURAL DRAWINGS WOOD GUARDRAIL, PTD. n 1ST FLOOR SUBFLOOR ELEV @ 0'-0" WOOD DECK + STEPS STONE I EARTH RAMP EXISTING STAIR WI NEW RAILING EXISTING RETAILING WALLS LOWER LEVEL SLAB ELEV @ -9'-8" EXISTING OVERHEAD DOORS TO BE RECONFIGURED AS REQUIRED SOUTH ELEVATION X I I i I� 1 J A•o�, li III I I',I � I I FO'/STEREO I I � �� I FIRE TOWER ENGINEERED TIMBER- 21 Nortnzn Avenue 401.654.4600 Delray NJ 08075 ben@fte4com NORTH ELEVATION ill IL I 0) E U co 0 N U o L C°°) _ i — (6 O N ,N O 4-j U O-0 U L 0 0 L N O-c 4-0 0) '- L, � Uco M F- m O O~ z U) O U) Q Vi II 0 W U� Z <0 � ~ N O W O N J N W O O n RIDGE [1] SECTION @ NORTH SHED, MAIN BARN, SOUTH PORCH + DECK NFows [2] SECTION @ NORTH SHED, MAIN BARN + TRACTOR RAMP A5.2 X GRADE @ NORTH SIDE �ELEV [3] SECTION @ EAST SHED i i I I I I I I I I I I I I `--------------------' GRADE @ SOUTH SIDE ELEV @ -1'-8" FIRE TOWER .ENGINEERED TIMBER 21 Norman Avenue 401.654A660 Delran, NJ 08075 ben@ftetcom 0) E U o co O +-i cV U i U .L L L _ � C� O m N .N O O-0 U i a) N L ii N Oc- }/�r 0) V� .� .L ce) U G Q m o a O~ z o - 0 U) Q I NZN z Co tJ. D_' — N 0 U o 00 W N LLJ CORRUGATED METAL ROOFING 3X12 ROOF RAFTERS, SEE STRUCTURAL DRAWINGS LEDGER,SEE STRUCTURAL DRAWINGS Is2ND FLOOR SUBFLOOR ELEV @ 9'-11 3!4" INTERIOR STAIR LANDING SUBFLOOR ELEV @ 2'-6 131t 6" n 1ST FLOOR SUBFLOOR ELEV @ 0'-0" n TOP OF FOUNDATION ELEV @-1'-1" n GRADE @ NORTH SHED ELEV @ 0'_, 12 a 10 12 �4.5 1X4 T+G WOOD CEILING, TYP. TIMBER FRAME, SEE STRUCTURAL DRAWINGS SECOND FLOOR FRAMING, SEE STRUCTURAL DRAWINGS DOOR, SEE SCHEDULE 2X6 WALL POLYICYNENE FLOOR INSULATION EXISTING FLOOR FRAMING 2 HOUR RATED CEILING CONTINUOUS PT 2X6 LEDGER FASTENED THROUGH SIP INTO EXISTING RIM JOIST W! (2) t/2" DIA. LAG SCREWS @ 16" O.C. EXISTING FOUNDATION WALL 101/4"STRUCTURAL INSULATED PANEL @ ROOF, TYP. ASPHALT SHINGLE ROOF 2X BLOCKING/ RIM FOR OVERHANG 1 X WOOD SOFFIT + FASCIA, PTD., TYP. 2X6 WALL WHITE CEDAR SHINGLE SIDING WINDOW, SEE SCHEDULE k V-8" — I T3" 2X6 TOP RAIL, PTD. 4X4 FASCIA MOUNTED WOOD POSTS, PTD. 1" SQUARE WOOD BALUSTERS, PTD. % X 6 WOOD DECKING 2X4 LOWER RAIL, PTD. 2ND FLOOR SUBFLOOR ELEV @ 9'-11 3/4" v TOP OF DECK � (2) B" THROUGH BOLTS @ EACH POST 63/q'X 12 %" CANTILEVERED PT GLULAM RIM BEAM, TYP, 3 X 5 }Y22' JOISTS @ 20" O.C. PT GLULAM BRACKETS, TYP. OF 5: 5Y2' X 12 %" HORIZONTAL @ (2) END BRACKETS Ln 5 B" X 9 5/" HORIZONTAL @ (3) INNER BRACKETS 5 B" X 6 %" VERTICAL, 5 }Y22" X 6 %" DIAGONAL, BRACKET CONNECTION (a. HORIZ. MEMBER: B" DIA. ROD W/ EXTERIOR SIDE ACCESS POCKET, 2 B" SQ. BEARING PLATE AT HORIZONTAL MEMBER, 71 THROUGH SOLID BLOCKING AND THROUGH INTERIOR FRAME MEMBER, 4 %" SO. BEARING PLATE FULLY BEARING ON INTERIOR FRAME MEMBER BRACKET CONNECTION A VERTICAL MEMBER: (20) %" FULLY THREADED ASSY VG CSK SCREWS W/4" MIN. EMBEDMENT INTO SOLID FRAMING, ALL SCREWS INSTALLED AT UPWARD 45 DEGREE ANGLE PT 2X8 @ 16" O.C. 10" 4X4 PT POST, TYP. W/ SIMPSON ABU44 STANDOFF BASE FASTENED TO PIER / WALL W/ 5/8" DIA. EPDXIED THREADED ROD, 6" EMBED. I 10" DIA. CONCRETE SONOTUBE W/24" BIGFOOT FOOTING W/ (6) #4 BARS JII II 1 2X6 TOP RAIL, PTD. 4X4 WOOD POSTS, PTD. 1" SQUARE WOOD BALUSTERS, PTD. 2X4 LOWER RAIL, PTD. 2X6 TOP RAIL, PTD. 4X4 FASCIA MOUNTED WOOD POSTS, PTD. l" SQUARE WOOD BALUSTERS, PTD. 2X4 LOWER RAIL, PTD. 2ND FLOOR SUBFLOOR ELEV @ 1 3/4" Is TOP OF DECK J Li L4 (2) %" THROUGH BOLTS ,I`--1'-8"—' ----- -- @EACH POST 6 %" X 12 %" CANTILEVERED 5' 1 1/2' PT GLULAM RIM BEAM, TYP. 3 X 5 %" JOISTS @ 20" O.C. PT GLULAM BRACKETS, TYP. OF 5: 5 y" X 12 %" HORIZONTAL @ (2) END BRACKETS h 5 y" X 9 B" HORIZONTAL @ (3) INNER BRACKETS 51/2" X 6 B" VERTICAL, 5 B" X 6 7/" DIAGONAL, BRACKET CONNECTION @ HORIZ. MEMBER: 7/" DIA. ROD W/ EXTERIOR SIDE ACCESS POCKET, 2 y" SQ. BEARING PLATE AT HORIZONTAL MEMBER, THROUGH SOLID BLOCKING AND THROUGH INTERIOR FRAME MEMBER, 4 2" SO. BEARING PLATE FULLY BEARING ON INTERIOR FRAME MEMBER BRACKET CONNECTION (& VERTICAL MEMBER (20) B" FULLY THREADED ASSY VG CSK SCREWS W/4" MIN. EMBEDMENT INTO SOLID FRAMING, ALL SCREWS INSTALLED AT UPWARD 45 DEGREE ANGLE TIMBER FRAME, SEE STRUCTURAL DRAWINGS 2X6 WALL CEDAR SHINGLE SIDING 1ST FLOOR SUBFLO�OR ELEV @ 0'-0" \1 TOP OF PORCH EXISTING FLOOR FRAMING ELEV @ -0'-4 5!8" i I EXISTING COILING OVERHEAD X 6 WOOD DECKING I I DOOR + HOUSING PT 2X12 STRINGERS GRADE @ PORCH n ELEV CO-) -2'-9 1 /2" I I OF MgSs I I � BRUNGRABER Oi CIVIL 4 NO. 3418 2 Q- P `'3 TNAL E II I I FIRE TOWER ENGINEERED 'TIMBER 21 Norman Avenue 401.654.4600 Delmn, NI 08075 ;ben@f[etcom II II II �0)E U c) co O -�—+ CV U o � L _ � O N N .N O '~ L_ U U_ L N O L N O c +0 C — "L Lo U co LL _� N O Tm 1 � I— Qp O ::) p Z O = Z ,- �A Q 0 W U) 11 W it w(y) Z < F- x N o J CC) CN Lo Q [1] WALL SECTION @ UPPER LEVEL STAIR [2] WALL SECTION @ ENTRY PORCH, CANTILEVERED DECK + DORMER [3] WALL SECTION @ CANTILEVERED DECK WEST SIDE CORRUGATED RC 3X12 ROOF RAFTER STRUCTURALDRA' n TOP OF BEAM ELEV @ 5'-7" 1X WOOD SC FASCIA, PTE 8X1C 7X8 TIE 4X61 1X10 BOARD SHEA 7XE 7X8 TIE SWINGING D SEE SCHI 7) SIMPSON STANDOFF FASTENED T( W/ 5/8" DIA. EPA THREADED ROD, 6" El �LGRADE @ NORTH V ELEV @ 3'-7" 10" DIA. CONC SONOTUSE BIGFOOT FOI W/ (6) #4 [1] WALL SECTION 1 @ EAST SHED [2] WALL SECTION 2 @ EAST SHED n 2ND FLOOR SUBFLOOR ELEV @ 9'-11 3/4" CORRUGATED METAL ROOFING 3X12 ROOF RAFTERS, SEE STRUCTURAL DRAWINGS n TOP OF BEAM V ELEV @ 5'-7" 10" 1X WOOD SOFFIT+ FASCIA, PTD., TYP. 8X10 BEAM 4X6 BRACE 7X8 POST SLIDING DOORS, SEE SCHEDULE 1ST FLOOR TOP SIMPSON STANDOFF BASE FASTENED TO PIER W15/8" DIA. EPDXIED THREADED ROD, 6" EMBED. n GR@ADE @NORTH SHED V ELEV-3'-7" 10" DIA. CONCRETE SONOTUBE W/ 24" BIGFOOT FOOTING W/ (6) #4 BARS KITCHEN CORRUGATE F ROOF RAFTE STRUCTURALDF LEDC STRUCTURAL DR 12 4 m h `o m [3] WALL SECTION @ NORTH SHED + NORTH BARN WALL I X4 T+1 CEILII 'IMBER :STRU DR =COND FRAMII STRUI DPJ MBERI STRUC DRA 'OLYIC R INSUI STING FR 1TED C EX DATIOP 10t/4'STRUCTURAL INSULATED PANEL @ ROOF, TYP. ASPHALT SHINGLE ROOF 2X BLOCKING/ RIM FOR OVERHANG 1X WOOD SOFFIT+ FASCIA, PTD., TYR. WINDOW, SEE SCHEDULE 2X6 WALL WHITE CEDAR SHINGLE SIDING DOOR, SEE SCHEDULE J CIVIL A NO. 341 �•v �Fr'ISTEt SS/ONAL STF RE TOWER ',INEERED 'TIMBER mean Avenue 401.654.4600 4 NJ 08075 ben@ftet.com ,RADE RAMP [4] WALL SECTION @ SOUTH WALL 0) E U o co Q 4-0 N U UL L Q O-0 U N L Cn O-r- 4--o 0) •— U M Z� Q ry W O < (— 0 ��// I.J_ 7- 0 Z 0 - �r/^� vJ < U) Z - W Er2 aw zt M Z ry N J Q O /Jy� W C,4 04 > O > r STRUCTURAL DESIGN REQUIREMENTS: DESIGN STANDARDS: ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS 2015 INTERNATIONAL RESIDENTIAL CODE 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ACI 318/14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE DESIGN CRITERIA: DEAD LOAD SNOW LOAD - ROOF: GROUND SNOW FLAT ROOF - EXPOSURE FACTOR, Ce - IMPORTANCE FACTOR, Is - THERMAL FACTOR, Ct - ROOF SLOPE FACTOR, Cs ROOF LIVE LOAD WIND - 3-SEC GUST WIND SPEED -EXPOSURE - IMPORTANCE FACTOR, Iw - INT. PRESSURE COEFF. VARIES 30 PSF 30 PSF 1.0 1.0 (Category "II" Building) 1.0 1.0 20 PSF 140 MPH „B„ 1.0 (Category "II" Building) t0.18 SOIL ASSUMED: - COEFF. OF FRICTION 0.35 - LATERAL EARTH PRESSURE (PER FOOT) ACTIVE 35 PSF AT -REST 50 PSF PASSIVE N/A - SOIL BEARING, Qa 2000 PSF GENERALNOTES THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE ENGINEER -OF -RECORD OR ANOTHER LICENSED ENGINEER. SHRINKAGE OF TIMBERS MAY RESULT IN THE "LOOSENING" OF BOLTS AND ALL -THREAD CONNECTORS. PERIODIC TIGHTENING OF THESE CONNECTIONS DURING THE FIRST SEVERAL YEARS OF THE STRUCTURE'S SERVICE LIFE IS REQUIRED. DO NOT SCALE ANY DRAWINGS. EARTHWORK: COMPLIANCE OF SOIL COMPACTION AND OTHER MEASURES TAKEN TO ACHIEVE THE ALLOWABLE BEARING PRESSURE IN AREAS OF BACKFILL SHALL BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER. FOUNDATION SPECIFICATIONS: THE BUILDING FOOTING HAVE BEEN DESIGNED USING AN ASSUMED MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. "DATUM" ON THESE DRAWINGS REFERS TO THE TOP OF CONCRETE SLAB. ALL FOUNDATION ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. IT IS THE RESPONSIBILITY OF THE FOUNDATION CONTRACTOR TO CAREFULLY REVIEW ALL WORKING DRAWINGS AND DETAILS FOR ACCURACY AND CONSISTENCY. ONLY DRAWINGS MARKED "FOR CONSTRUCTION" SHALL BE USED FOR CONSTRUCTION WORK. FIRE TOWER ENGINEERED TIMBER CANNOT BE HELD RESPONSIBLE FOR WORK INITIATED INCORRECTLY DUE TO MISUNDERSTANDING OR MISINTERPRETATION. IF THERE ARE ANY QUESTIONS AFTER FOUNDATION PLANS HAVE BEEN REVIEWED, PLEASE CALL FIRE TOWER ENGINEERED TIMBER BEFORE INITIATING ANY WORK. LK61\Ly 0:111:11 ALL CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH ACI STANDARDS. UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF F'C = 3,000PSI, WITH ALL SLABS F'C = 4,000PSI. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% AIR ENTRAINMENT OR SHOW EQUIVALENT FREEZE -THAW PROTECTION. CONCRETE SHALL HAVE A MINIMUM COVER ACCORDING TO: - FOOTINGS (TO SOIL) 3" - PIERS 2" REINFORCING STEEL SHALL HAVE THE FOLLOWING YIELD STRENGTHS: - 40,000PSI FOR #4 & #5 REBAR - 60,000PSI FOR #6 & LARGER REBAR UNLESS NOTED OTHERWISE ON THESE STRUCTURAL DRAWINGS, ALL REBAR ARRANGEMENT AND BENDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL (ACI SP-66). HORIZONTAL REBAR SHALL BE CONTINUOUS AROUND ALL CORNERS. ALL FOOTINGS, POST PADS, AND SLABS ARE TO BE PLACED ON UNDISTURBED SOIL OR WELL -COMPACTED FILL, OR PINNED TO CLEANED LEDGE. ALL STRIP FOOTINGS ARE TO BE PLACED BELOW FROST LINE, BUT NOT LESS THAN 24" AS REQUIRED BY LOCAL BUILDING CODE AND STEPPED, AS REQUIRED BY LOCAL BUILDING CODE. ISOLATED PIER FOOTINGS SHALL BE 30" BELOW FINISHED GRADE, AS REQUIRED BY LOCAL BUILDING CODE. FOUNDATION WALLS ARE TO BE PLUMB, SQUARE, AND SIZED TO WITHIN A 1/4" OF RELATIVE ELEVATIONS SHOWN ON PLANS. IN THE RARE EVENT THE AVERAGE DAILY TEMPERATURE IS EXPECTED TO BE BELOW 40"F FOR THREE CONSECUTIVE DAYS, COLD WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. WHEN THE AMBIENT OR CONCRETE TEMPERATURES ARE EXPECTED TO BE ABOVE 90"F OR STEEL AND FORMING MATERIAL ABOVE 120°F, HOT WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. COLD WEATHER CONCRETING CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE SNOW, ICE, AND FROST SHALL BE REMOVED FROM ALL REINFORCING, FORMS, AND OTHER SURFACES WHICH WILL BE IN CONTACT WITH THE CONCRETE. CONCRETE SHALL BE PROTECTED AGAINST DAMAGE FROM FREEZING FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. WHEN FREEZING TEMPERATURES MAY OCCUR, BUT IN SHORT ENOUGH DURATION TO NOT BE CLASSIFIED AS COLD WEATHER, PROTECT CONCRETE FROM FREEZING FOR AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. TEMPERATURES OF CONCRETE SHALL BE MEASURED AT THE CONCRETE SURFACE, AND RECORDED FOR THE FIRST 3 DAYS AFTER PLACEMENT AT THE BEGINNING, MIDDLE, AND END OF EACH WORK DAY. THE TEMPERATURE OF THE CONCRETE SHALL NOT FALL BELOW: LEAST DIMENSION TEMP. >72" 40"F 36-72" 457 12-36" 50"F <12" 55OF IF TEMPERATURE REQUIREMENTS ARE NOT MAINTAINED DURING THE REQUIRED PROTECTION PERIOD, CONTACT ENGINEER OF RECORD TO DETERMINE AMOUNT OF TIME REQUIRED TO EXTEND PROTECTION PERIOD. HOT WEATHER CONCRETING IF CONDITIONS DUE TO HEAT OR WIND INCREASE THE RISK OF ACCELERATED CURING CONCRETE SHALL BE MODIFIED WITH THE ADDITION OF RETARDING ADMIXTURES. APPROVAL BY THE ENGINEER OF RECORD IS REQUIRED. WATER SHALL NOT BE ADDED TO THE CONCRETE MIXES TO INCREASE WORKABILITY. ANY WATER REDUCTION AGENTS SHALL BE APPROVED BY THE ENGINEER OF RECORD BEFORE ADDING TO THE MIX. CONCRETE SHALL NOT EXCEED 90'F AT TIME OF PLACEMENT. CHILLED WATER, ICE, OR COOLED AGGREGATE MAY BE USED, PROVIDED THAT THE PROPER W/C RATIO IS MAINTAINED. CAST IN PLACE TOLERANCES CONCRETE COVERED AS MEASURED PERPENDICULAR FROM THE SURFACE IN THE DIRECTION OF MEASUREMENT SHALL NOT EXCEED 3/8". PLACEMENT OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: LEVEL ALIGNMENT 2" TO + 1/2" LATERAL ALIGNMENT t 2" DIMENSIONS OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: FORMED-112"TO+2" EARTHCAST < 2' W - 1/2" TO + 3" > 2'W - 1/2" TO + 6" THICKNESS t 1/2" THE TOP OF FOOTING SLOPE SHALL NOT EXCEED 1 IN 10. J CIVIL NO. 3418 ' s s�_/ONAL v�4� FIRE TOWER ENGINEERED TIMBER 21 No}man Avenue 401.654.4600 Delran, NJ 08075 ..,ben@ftet.com ANCHOR BOLTS: PRESSURE TREATED SILLS ARE TO BE ANCHORED T FOUNDATION WITH 518" DIA.X12" ANCHOR BOLTS. PROVIDE SILL GASKET. ANCHOR BOLTS SHALL BE SPACED PER THE STRUCTURAL DRAWINGS, BUT NO MORE THAN 4'-0" O.C., 6" FROM THE CORNERS, CENTERED ON THE WALL (1 a/." MINIMUM FROM EDGES), AND EXPOSE AT LEAST 4", UNLESS OTHERWISE SPECIFIED. EACH SILL PLATE SHALL HAVE AT LEAST THREE ANCHOR BOLTS. THERE SHALL BE ANCHOR BOLTS A MAX OF 12" FROM EACH WALL OR SHEAR WALL END, UNLESS NOTED OTHERWISE. WOOD: TIMBERS UNLESS OTHERWISE NOTED, SOLID SAWN TIMBER SHALL BE GREEN (UNSEASONED) #2 EASTERN WHITE PINE. TIMBERS SHALL BE FULL DIMENSION. DIMENSIONAL LUMBER ALL 2x DIMENSIONAL LUMBER SHALL BE KD #2 SPRUCE PINE FIR OR OTHER SPECIES WITH EQUIVALENT ALLOWABLE DESIGN STRENGTHS. 2x MATERIAL SHALL BE PLANED 1/2" TO 314" UNDER STATED DIMENSION. ALL SILL PLATES AND DIMENSIONAL WOOD FRAMING IN CONTACT WITH CONCRETE AND MASONRY SHALL BE PRESERVATIVE TREATED WOOD IN COMPLIANCE WITH AWPA-U1 OR A NATURALLY DECAY RESISTANT SPECIES. STRUCTURAL SHEATHING STRUCTURAL SHEATHING SHALL BE APA RATED AND NOT EXCEED THE SPAN RATING FOR ITS INTENDED USE, WITH A MINIMUM THICKNESS OF: USE THICKNESS WALL = 15/32" ROOF = 15/32" FLOOR = 23/32" ENGINEERED WOOD PRODUCTS ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF Fb = 2,600 psi AND A MODULUS OF ELASTICITY OF E = 1,700,000 psi. ALL ENGINEERED WOOD PRODUCTS SHALL BE KEPT DRY DURING TRANSPORTATION AND STORAGE, AND SHALL HAVE BEEN SUCCESSFULLY EVALUATED UNDER NER 119. ALL WOOD I -JOISTS AND TRUSS JOISTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS FOR BRACING, BEARING LENGTHS, STIFFENERS, SQUASH BLOCKS, KNOCK -OUTS, HOLES, AND BRACING. WHERE DIMENSIONAL LUMBER ROOF TRUSSES ARE USED, THE FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. WOOD CONNECTORS ALL STEEL FASTENERS OR CONNECTIONS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM A 153, MADE OF STAINLESS STEEL, OR SHOW A SIMILAR LEVEL OF CORROSION PROTECTION. TIMBER SCREWS UNLESS NOTED OTHERWISE, ALL SCREWS SHALL BE BY GRK RSS OR WURTH ASSY, WITH A SHANK DIAMETER OF AT LEAST 0.2", AND A THREAD DIAMETER OF AT LEAST 0.30". EQUAL SUBSTITUTIONS MAY BE MADE ONLY WITH DIRECT WRITTEN PERMISSION FROM THE ENGINEER. SCREWS HOLES SHALL NOT BE PRE -DRILLED UNLESS OTHERWISE NOTED, AND HAVE AT LEAST 2" OF THREAD PENETRATION INTO THE CONNECTING MEMBER. NAILS UNLESS OTHERWISE CALLED OUT IN THE PLANS FOR MORE STRINGENT NAILING, NAILING SHALL MEET OR EXCEED THE NAILING IN "TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS" IN THE 2009 IRC. ALL NAILS SPECIFIED ARE COMMON. WHEN AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. (8d = 0.131"0, 10D = 0.148"0, 16d = 0.162"0). STEEL PLATES AND ANGLES ASTM GRADE A36 OR BETTER FINISHED PER CLIENT SPECIFICATIONS STRAPS AND HOLDOWNS ALL STRAPS AND HOLDOWNS ARE BY SIMPSON STRONG -TIE OR EQUIVALENT TIMBER FRAME JOINERY UNLESS OTHERWISE CALLED OUT IN JOINERY DETAILS ON THE STRUCTURAL AND TIMBER FRAME DRAWINGS, THE JOINERY SHOULD MEET THE FOLLOWING REQUIREMENTS, AND BE DETAILED IN ACCORDANCE WITH TFEC 1-19. ALL PEGS SHALL BE 1" IN DIAMETER, AND MEET THE REQUIREMENTS OF TFEC 1-19 TENONS CONNECTING MEMBERS IN 8X MATERIAL AND LARGER (SMALLEST DIRECTION), SHALL BE 2" THICK AND 5" IN LENGTH, WITH 3" OF RELISH. IN 6X MATERIAL, 1 'W THICK, 4" LONG TENONS WITH 2'/P RELISH SHALL BE USED. 4X AND SMALLER MATERIAL, INCLUDING BRACES (UNLESS OTHERWISE CALLED OUT) AND STRUTS, SHALL HAVE A 1 %" THICK TENON, AT LEAST 3'/2" IN LENGTH, AND 2'/" OF RELISH. WHERE TENON INFERENCE OCCURS, TENONS SHALL BE AS LONG AS POSSIBLE, AND OFFSET (HIGH/LOW) WHERE POSSIBLE. IN THREE-WAY AND FOUR-WAY CONNECTIONS, 1 W. THICK HARDWOOD (SPECIFIC GRAVITY EQUAL TO OR GREATER THAN THE CONNECTING TIMBERS) OR 1 '/," LVL SPLINES ARE STRONGLY ENCOURAGED. HOUSINGS FOR 6X AND LARGER STOCK SHALL BE 1 ", UNLESS SPECIFIED OTHERWISE. WHERE 6x FRAMING IS NOT DIRECTLY SUPPORTING ROOF OR FLOOR LOADS, 'W STUB TENONS MAY BE USED IN PLACE OF FULL 1" HOUSINGS. 4X MATERIAL, INCLUDING BRACES, SHALL BE HOUSED 1/2". BIRDS MOUTHS, REDUCTIONS, AND COPES NOT SUPPORTED BY A BEARING SURFACE SHALL NOT EXCEED MORE THAN %THE MEMBER DEPTH WITHOUT REQUIRING FURTHER REINFORCEMENT. UNLESS OTHERWISE SPECIFIED, RAFTERS AND PURLINS SHALL BE SECURED INTO THEIR HOUSINGS AND SUPPORTS WITH LOG SCREWS, (1) SCREW AT EACH END FOR 6X AND SMALLER MATERIAL, (2) SCREWS AT EACH END FOR 8X AND LARGER MATERIAL. STUDS 2X SPRUCE PINE FIR WALL STUDS TO BE SPACED @ 16" O.C. SHEATHING FLOORS: UNLESS NOTED OTHERWISE ON PLANS, ATTACH SHEATHING WITH 8D COMMON NAILS @ 6" O.C. ALONG EDGES AND @ 12" O.C. IN FIELD. WALLS: UNLESS NOTED OTHERWISE ON PLANS, ATTACH SHEATHING WITH 8D COMMON NAILS @ 6" O.C. ALONG EDGES AND @ 12" O.C. IN FIELD. +� m E U O co 0 }� N U O U L L CO 0 (D (D •� O O� U CU m L N L .t= •L to U M Z Q N LJ� 2 H m O 2 Z wog 00�: Z Z U)Qo rA vJ Q W U , II W O+v 0,- O T Z ' 0 N Ozo Z W N O O 0 DECK ATTACHMENT NOTE: PROVIDE SIMPSON DTT1Z DECK TIES AT (2) LOCATIONS, EVENLY DISTRIBUTED, AND WITHIN 2" OF EACH END OF LEDGER. TO BE ATTACHED TO BOTTOM OF DEC JOIST AND FASTENED THROUGH DOUBLE SILL PLATE WITH 3/8" DIA. GALV. LAG SCREW z A4.0 i r� -XN TIN 2 10' j 12 O. a j i :XI! TI 210' 12 O. i i i i / �d CONTINUOUS PT 2X8 LEDGER m X FASTENED THROUGH 2X6 WALL T2X 10� w INTO EXISTING RIM JOIST W/ a DE JO 3TS (2) 1/2" DIA. LAG SCREWS @ 16" O.C. L @ 16- C. o � O 4X4 PT POST, TYP. W/ SIMPSON ', PTffOUE,PT DOUBLE ABU44STANDOFFBASEFASTENED 2X8 BEAM TO PIER! WALL W/ 5/8" DIA. EPDXIED (FLUSH) THREADED ROD, 6" EMBED. i 6a FIRST FLOOR FRAMING PLAN 2'•8" 12" DIA. CONCRETE SONOTUBE W/ 30" BIGFOOT FOOTING W/ (6) #4 BARS, TYP., MIN. 4'-0" BELOW GRADE [TOP OF EXISTING WALL ELEV. -l'-1 "] EXISTING CONCRETE RETAINING WALL 10" DIA. CONCRETE SONOTUBE W/ 24" BIGFOOT FOOTING W/ (6) #4 BARS, TYP., MIN. 4'-0" BELOW GRADE z O 0 z z h w k 6'-5" FOUNDATION PLAN / 10'-0" —36'-0" EXISTING FOUNDATION EXISTING CONCRETE SLAB [TOP OF SLAB ELEV.-9'-8"1 [TOP OF SUBFLOOR ABOVE ELEV. U-0"] -cam, �I \ ,t I, ■ [GRADE ELEV. -2'-9 1/2"] PERIMETER TIMBER COLUMN ABOVE, TYP., PROVIDE SOLID FULL DEPTH END GRAIN BLOCKING DOWN TO FOUNDATION BELOW AT ALL LOCATIONS, POST FITS IN SUBFLOOR CUTOUT, MIN (2) 318" X 12" FULLY -THREADED TOE SCREWS EXISTING FOUNDATION WALL BELOW 2x6 WALL ABOVE INTERIOR TIMBER COLUMN ABOVE, TYP., POST FITS IN SUBFLOOR CUTOUT, MIN (4) 3/8" X 12" FULLY -THREADED TOE SCREWS EXISTING TRIPLE 11 7/8" LVL BEAM, FLUSH FRAMED [GRADE ELEV-3'-7"] i �Y 10'-0" >Y T-10" [GRADE ELEV. -T-7] EXISTING FOUNDATION WALLS + FOOTINGS — EXISTING 16" CONCRETE PIER, nEl i i 4'X4' FOOTING + 6X6 POST [GRADE ELEV-l'-8'1 IT-3 1/2" [TOP OF EXISTING WALL ELEV. [GRADE ELEV.-l'-8"] NOTE: ALL TIMBERS TO BE FULL DIMENSION 4 7X8 DORMER RAFTERS — FF j/�!/✓�;•'/rr ���r�f///, 'iC/ ,.///%r'S,, r� �/i !7/%/r,!; .,"�/�! //�%, �/ %>/i/ rrr /i 7//v/�i i //i r %�/'/r//%//r//i %%/"'-/rG.'i% rr Ix i 'Q ! 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Eta' FIRE TOWER ENGINEERED TIMBER 21 Norman Avenue 401.654.4600 Del=, NJ 08075 ben@ftet.com BENT #1 BENT #2 [2] FRAME SOUTH ELEVATION BENT #3 BENT #4 BENT #4 I co BENT #3 [3] FRAME NORTH ELEVATION BENT #2 BENT #1 U o co o 4-0 N U U •L L p � N .N o O .n U L � a N L N O� }'^' 0) V/ .— .�rr 3 U.) . U co zQ r Q m O Qp O~ Z ° z - o Qo i w `O / T ZZ Q W J W , /y LL 0, W No M W ) N N Q M LL O O