Loading...
BOTH-000829-2016 TOWN OF QUEENSBURY t If #Jb e d # C kf 1t 742 Bay Road,Queensbury,NY 12804-5904 {518}761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000829-2016 Date Issued: Thursday, August 23, 2018 This is to certify that work requested to be done as shown by Permit Number BOTH-000829-2016 has been completed. Tax Map Number: 252.48-1-13 Location: 27 TOP OF THE WORLD Owner: Andrew Fairhurst,Top of the World Homeowners Assoc, Applicant: Northern Enterprises General Contracting LLC This structure may be occupied as a: 192 sq. ft. deck (replacement deck) By Order of Town Board Unit 27-Top of the World Homeowner's Assoc . TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the , property owner of the responsibility for compliance with Site Plan, t \ Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 1W Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000829-2016 Tax Map No: 252.48-1-13 Permission is hereby granted to: Northern Enterprises For property located at: 27 TOP OF THE WORLD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Andrew Fairhurst Deck $22,447.67 Owner Address: I Skycrest DR Total Value $22447.67 Troy,NY 12180 Contractor or Builder's Name/Address Electrical Inspection Agency Northern Enterprises 38 Saratoga AVE South Glens Falls,NY 12803 Plans&Specifications 192 sq.ft.deck (replacement deck) Unit 27-Top of the World Homeowner's Assoc. $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 13,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date. Dated at the To Queee uryKT cember 13,2016 SIGNED Y7J / for the Town of Queensbury. Director of Building&Code Enforcement unice use unry ACCESSORY STRUCTURE APPLICATION Received DATE I tj _]� Tax Map ID TAxMAP ID Asa. �q- Permit No. f)014 9AA -dwfa m Permit Fee �µ ii," cc n)u, 131 ZONING Y LL Rec Fee HISTORIC SITE _Yes I/ No Approvals SUBDIVISION NAME Lot#_ APPLICANT � qr)( I OWNER n( Or c YVI)1 �G fr r�/� rff tel'&V, ADDRESS 3(1 - ADDRESS 441 Loohnij n"1j441 Ciro G)ZnS�/� ISS KW ra�c� ry� PHONE .')�9� %'90 - 1"171 ,,t PHONE /I� CONTRACTOR Nlin n 7IL_up "C C_l ALU COST OF CONSTRUCTI+OrN/('ESTIMATED): $dA,q 7 ID ll,, I� ADDRESS: �V{, llrU �G OVILDINGADDRESS: ` ql ICL&L& 117 .Ull'r171r� (So-61.p/n�Sry�I/)'S J►U I4L 1-Q -geo2�2� 12 PHONE: J IOC 7 .J /� �/�� y CONTACT PERSON FOR BUILDING&CODES COMPLIANCE I _PHONEO� O TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1"floor sq.ft. 2n'floor sq,ft. Total sq.ft. Height Boathouse with Sundeck Deck I Detached Garage(#of cars_) Dock Pole Barn Porch -open Porch-3 season,Covered, Enclosed L ' Shed Other Accessory Structure(s) '*Considered floor area&must comply with FAR(floor area ratio)requirements If located In the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true &complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations, I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: I Date: _S_1L Signature: Date: 02 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 • Engineering America Company 8 Fielding Street Glens Falls, NY 12801 518-615-0201 Georgevas3Civahoo.com June 23,2018 Re: Certification Unit 27—Upper Deck Mr.Waugh ToW Dear Sir: This letter is to certify that the upper deck on Unit 27 was installed in substantial compliance with the drawings provided for this deck as follows: - I am the designer of this deck; - I am personally familiar with the site conditions and in consideration of those conditions the deck Was designed in compliance with the current New York State Residential Building Code; - I observed the system being installed during construction; - To the best of my knowledge the system was installed in substantial compliance with the design documents.Any minor changes during construction were discussed between me and the Contractor prior to the field changes being made. If you have any questions regarding these items, please contact me. 0001111444, fi- w 7S j'y'd y7iv :t,P .L"'f x k-t?' .,fin V ..s0 {{ { 1 ]j w�i 1 GeorgTadici';ak,PE 15 E © E 11 V E 5 illi AUG 232018 iiji ' TOWN OF QUEENSSURY BUILDING&CODES b0v-vt-- 8Zct . 1�‘. e { BY j REVISION Rev 1 11-7-16 GY Removed 1stFlr.Dk `, � CSF �i �";r, �4����1 � Rev 212-7-16 GY Changes per BI BS I ING & 4� � ME tv co r �y /)/ I- 11E 00 FL, _ _ o _ I— m � 70 L " TOWN OF QUEENSBURY r Q BUILDING DEPARTMENT � co Based on our limited examination,corn0lan r o with our cornotents shat not be construed � 1 � indicating the dans arse a' cihcations are in et a ,C full com lance with the wilding Codes of N F v w New York State. Ln N N 0 012 APPDXIMATE LOCATION OF GUTTER DOWN SPOUT Ir �Ip llr it Ir ilr �I iJ Ir ilf ilr it e---� C Cn ci x'4'0" NOTE: NOTE. 2nd FLOOR DECK 2nd FLOOR DECK o ALREADY FXIStIn 2nd Floor Deck ALREADY REMOVED � ° 0�e_2 2nd Floor Deck - Demo Plan Ex-2 �' G - I � Scale: 1/4"=1'-0" I A-1 Scale: 1/4"=1'-0" T � x rrOnOSed 2nd Floor Deck HATCHED AREA 'pr-2 N 0 2 4 8 TO BE'REMOVED 0 2 4 8 1 c0 A-9 Scale: 1/4"=1' 0 2 4 8 15-in AFG ' kI •0 G o ' s � O Ir ili it � 24'-1" PRIVACY WALL ,A �? / SEE REPAIR DET.'IL c) 0 C f N a � DJ y O OWOOy00 C'm N n _ C+UJ-1f��Cy N 3U,CL O 0V]CO�C W� '0027 0 0� O f i 24-in AFG___'/ irim�3-,.ao >ova O-U 11'-7" f 0,'-0" 10'-6" \"-28-in AFG W o O a��uu cr,Q,CL o I - I O ZJn„o_ P_r �)w I 6 1 i Existing 1st Floor Deck ����,® EX ' 9' 50 A-1 Scale: 1/4”=1'0" `� o° tj? DLJ 0 L £ / L i-' NS W �U O O LA - ((, (`�'. O O d U� +'U d +' `� f 'Ln d UI d O X 0 O L C4 N +1 Ql +1 ' d to -C 7 L L > � L , - Q-11- v N UI X41 L O O L N O Ln -C a, 4� r vQYDEC The Client To of the World Condo Association has re uested that the first-floor decks be j s�L L s o v a,Ul o s Qi Top q r o a-a+1 u Ezu +-� z eliminated from the Engineer's, Engineering America Company, drawings and not included in TOWN,OF QUEEfNiSBURY DRAWN gy the construction documents submitted for a building permit.The original drawings were -BUILDI G x�GODES o developed based on the original need to replace both the first and second floor decks on Units DATE 7, 27, and 32. It is the Engineer's opinion that the first-floor decks should be replaced and not august 26, 2016 'just left as is', or 'fixed' at the discretion of someone else. PROJECT NO. 100% 'Dra wings 16-0057-U27 In consideration of the substantial risks to the Engineer in rendering professional services in For Construction connection with this Project scope change, the Client and the Owners of Units 7, 27 and 32 SHEET NO. agree to make no claim and hereby waives, to the fullest extent permitted by law, any claim or Deck Plans cause of action of any nature against the Engineer, its officers, employees, agents, or Un/t 27 subconsultants, which may arise out of or in connection with this Project scope change or the ��1 performance by any of the parties above-named of the services under this Agreement. Scale: 1/4"= 1'-0" - I " I - - — --- - BY I REVISION GY Rev 1 11-7-16 Removed 1st Fir Dk Rev 2 12-7-16 GY Changes per BI ti LO coco LO ° NOTE: (4) SIMPSON HOLD DOWNS � 0 TO BE INSTALLED CQ (1)AT EACH END ANDq THE OTHER(2)EQUALLY SPACED ACROSS LENGTH OF DECK LEDGER BOARD SEE DETAIL SEE DETAIL 22-A6 FOR DOWN SPOUT FRAMING SIMPSON OR EQUAL SIMPSON OR EQUAL SIMPSON OR EQUAL I l I I f l PI—H1I w OLD DOWN OLD DOWN /SOLD DOWN SIMPSON OR EQUAL SEE DETAIL SEE DETAIL SEE DETAIL i--HOLD DOWN / SEE DETAIL BEAM: E- I I ( TS 12x 4x i+ OR G ;. "6"-[16"- 2" 12"-`12";12" LAGS INTO WOLMANIZED(2) 24-in MICROLLAM TS 4x 4x 4" � cz) SEE DETAIL PRI VA WALL : TS 4x 4x 4" (SEE NOTE BELOW), OR PRIVACY WALL scups GIRDER TRUSS(SEE G.T.NOTE BELOW) \ 0 LL 21-A6 FOR- / SEE DETAIL C MISSING VENTS _ . . _ . . Q) o co E-- ' DOUBLE�LZ END JOIST SPECIAL NOTE. SPECIAL G.T NOTE: IF USING A MICROLLAM BEAM DOUBLE /-y IT CANNOT BE WRAPPED IN IF US/NG A GIRDER TRUSS THE r / END JOIST FDA-2 Upper Deck Beam TYVEK, PLASTIC, ORANYO7HER GIRDER TRUSS MUST BE DESIGNED Scale: 1/4"=1'--0" MATERIAL OTHER THAN THE FOR A MAXIMUM DEFLECTION rte, CEDAR SIDING OF 1/3-in UNDER FULL LOAD 2x8 PT FJ +' CONDITIONS. THE CONTRACTOR IS @ 16-in oc Fr 2 Upper ecll Framing Plan 0 2 4 8 TO PROVIDE MFGR CERTIFICATION FOR THIS CONDITION. i A-2 Scale: l/4" 2x RIM BOARD SEE DETAIL 2 4 8 - NNW 1 r ' O � z - \ v) t CSI 0 Z Z. Or c) 1 it �Ir yI - � ' ° 3 a2r' 18-in DIA ELEPHANT FOOT W Q 18-in DIA ELEPHANT FOOT �N OR 16x16x10"PAD OR 16x16x10"PAD UNDER SONOTUBE Q p UNDER SONOTUBE °wN° v° ``"v v cD'v W u oa^ � v L°cC 0E sy y ' ` f 12-in �/ oav°oC: to w t� 12-in DIA SONOUBE TO v>-U,o�° "i avi o SONOUBE TO MIN. 48-in BFG W N�a T�5 ", a a MIN. 48-in BFG 24'-2" ' Z:-J 4. v_ o��v c uc FIELD VERIFY oz N M <) CIgDb®.+ /gyp• , Fdn Foundation Plan } A-2 Scale: 1/4"=1'-0" ZZ 0 2 4 it 41 Ol U41 W.0U •� d N d O x m.2 c d N +1 N {' N C Ul N 4 - Ul Oi - 4! O d d L 0i 3 i 0) 3 i S O v Qi O S 01 F- O O.-a+' U E z U +' z DRAWN gy DATE August 26, 2016 PROJECT NO. 100% Drawings 16-0057-U27 For Construction a_ SHEET N0. Foundation & Framing Flans Unit 27 • A-2 Scale: 174"= 1'--0" , n BY REVISION GY Rev 1 11-7-16 Removed 1 st Fir Dk Rev 2 12-1-16 GY Changes per BI CENTER ROW- BEAM EITHER CENTER OF BEAM COd-3"BOX NAIL N (1), OR w LY BEAM DO NOO USE FOR N 3" [3) OR(4)PLY BEAMS I - o ,--6`--,"2"TYPE (2)z"DIAMETER a o ® J THROUGH BOLTS o a o 0 0 WITH WASHERS 0 0 0 0 0 0 0 0 O O O 2, BEAM MUST RESTFULLY ON POST 9_A4 Microlam Beam Assembly Detail P,T.6x6 c� TYP.POST Scale:N.T.S. 00 TYPICAL POST AT SPLICE NOT ALLOWED 00 0 LO O O F�4 5 A4 Beam to Post Connection - 1 & 2 Ply Wood Beams ` Scale:N.T.S. cn a 07 � GALVANIZED LAG BOLTS =3"LONG-PREDRILL STEEL 2x6 PRESSURE TREATED EDGER FASTENED TO BEAM FLOOR JOIST SITS ON '+ H w � C.7 L D I TOP-SEE DETAIL 3 -7-t--24 TYPE � I ��_ � � � L J �.T. 2,6 O o —TUBE BEAM TUBE METAL BEAM /� / ENDS SEALED_./ 4x 4x Z } PRIMED - i FOR ANCHOR/LEVELING P-.! ATTACH WITH 2'GALVANIZED "DIA ANCHOR/LEVELING 8x 8x z"STEEL PLATE BOLTS � Cn R STAINLESS LAG SCREWS yy...�� AS SHOWN BOLTS(4) TYP WELDED TO POST L„ �J N TS 4x 4x 4 POST 9-T Steel Beam - Top Plate Detail r, GROUT AFTER___"-� :'; ::;:a. j 12"—� ° LEVELING _ p 8x 8x z" Scale:N.T.S. 2" 2" STEEL PLATE 0 0 0 MIN. 4-in EMBED T ° STAGGER FASTERNERS 12-in SONOTUBE IN 2 ROWS AS SHOWN w/(4)#4 VERTICAL REBAR a 0 �2"SONOTUBE AND#3 REBAR TIES s-A4 Ledger Attachment To House AT 12"oc Scale:N.T.S. 2-A4 Steel Post to Sonotube Connection - - - Scale:N.T.S. 10x 4x 2"TUBE STEEL BEAM 2„i` iv6"- f2„r POST CAP f H.- 101-4-1/8”CLEAR INSIDE O 4 STEEL A CAP WELDED �(4)Z"THRU BOLTS POST 4"WELD _ �� WITH WASHERS U n ALL AROUND _4x 4x 4"STEEL POST PRIMED ', p o v O NON-CORROSIVE FLASHING, NON CORROSIVE FLASHING N 33 t —MIN. 6-in ABOVE HOUSE FLOOR 1 MIN. 6-in ABOVE HOUSE FLOOR 'EE DRAWING FOR LENGTH 11-8-A4 Tube Steel Beam to Steel Column Connection Detail LEDGER SEE DETAIL 6 A4 LASHING MIN. 6-in OUT FROM HOUSE LEDGER-SEE DETAIL 6 A4 LASHING MIN. 6-in OUT FROM HOUSE SIMPSON LUS8 OR EQUAL — ^ O SIMPSON LUS8 OR EQUAL � Scale:N.T.S. GMAX OR STAINLESS HANGER /�GMAX OR STAINLESS HANGER Q ECK JOIST ECK JOIST Q\\ �- ) 4 REBAR (2) 24"ML BEAM 2 # ��WOLMANIZED :; �_6-SD#9x1-1/2' SCREWS �_,6-SD#9x1-1/2"SCREWS � �- OR 8-10Dx1-1/2I'NAILS OR 8-10Dx1-1/2"NAILS 3_A4 '� End of Stair Pad Detail j IMPSON DTT1Z HOLDDOWN OR EQUAL IMPSON DTT1Z HOLDDOWN OR EQUAL Scale:N.T.S. NOTE. FOUNDATION OR =16'--'� POST CAP CON E S L B - 2" -12" 2"� FOUNDATION OR t'3 16'H=16"L-3-5/8"CLEAR INSIDE HOUSE WALL :e HDG LAG WITH HDG WASHER HOUSE WALL DG LAG WITH HDG WASHER CRET HAL E 3500 psi N 3-in PENETRATION INTO SILL n PENETRATION INTO SILL, 4"STEEL ' TOP PLATE, OR STUD TOP PLATE, OR STUD ` J €-- t €-- 4^L"T"RUBOLTS At Holddown Joist Locations, At Joists Without Holddowns v CAP WELDED -- �-_( )2oornvo� �a)vv o lav 21 v C14 ---- O POST-1"WELD—' WITH,WASHERS o� ( - av'v °v�'v°� a ALL AROUND ���c o -'�4x 4x 4"STEEL 7_A4 Joist Attachment to House Ledger w.U01 y,N C nc-N a Owp 0 w .2 C•t"�• (0,C POST PRIMED p;" o o^ ; o�.E o N N v a, Scale:N.T.S. v rnv o £ v— �w v v. T 4 0No vD� vn Orn vr�ovvmmaviv 0,4) m Sc > ' - Microllam to Steel Column Connection Detail W N°°v=u V 11A-A4 °— N M LLJ a v- 0- v uw Scale:N.T.S. 10d TREADED NAIL OR - sa #10 WOOD SCREW 2-1/2"LONG + ' ��Ir7�,J NOMINAL 24-in' N - o f-8„-7"6”TYP--� �IN 2 ROWS GIRDER TRUSS s-�16" POST CAP • • • • • • . e ti 16"H- 16"L- 'XX"CLEAR INSIDE N L„ -SEE TRUSS MFGR 2 w 1-16"TYP- ' STEEL -a USE THIS OPTION TRUSS DETAIL FOR WIDTH USE THIS OPTION FOR _ �a y �Pv,QaQw X1 O O € ALL FJ-BEAM OR ALL FJ LEDGER s �ga, i s�Q a� CONNECTIONS 4-A4 y d s s o S o a, CONNECTIONS 5'. •� 41 W Wood Beam Assembly Detail E v � d O O € CAP WELDED - a o o d U a `�_(4)2"THRU BOLTS 0 a o u _ '�_ L„ WITH WASHERS \ Scale:N.T.S. rn-d -P� C v ' N TO POST- WELD _ o d o o ALL AROUND °_° �_O d °a o N a, u Q) +1 dY 6 1Od NAILS 4x 4x 1"STEEL ° m v v� o'-P o o s a, o a H1 OR 5 HURRISIMPSON CANE ANE TAE INTO HEADER m s v C s L > W r POST PRIMED _ �— SEE NOTES BELOW ,_ J(4) 10d NAILS v *'o a a C v 3 C Q, 3 INTO JOIST s( L L S o a, a, a -C a, F- o o_-0+1 u � z u -P z SIMPSON OR EQUAL DRAWN gy 11C-A4 Girder Truss to Steel Column Connection Detail US28"ANGER SEE NOTES DATE August 26, 2016 Scale:N.T.S. 8-A4 Joist to Beam/Ledger Connect Detail PROJECT NO. Scale:N.T.S. NOTES: 100/ Drawings 1. Hangers shall be ZMAXhnt-dipped galvanized 16-0057-U27 I For Construction connectors 2. Fasteners(nails)shall be either: --Mechanical galvanized Quick Guard,or SHEET N0. --Hot dipped galvanized Details 3.All holes in hanger must be filled �..+Ci a7 Unit 27 A-4 Scale: 1/4."= 1'--0". ° a BY REVISION GY Rev 1 11-7-16 Removed 1 st Flr Dk Rev 2 12-/-16 GY Chanqes per B1 P OST/COLUMN DRILL&FASTEN WITH MITERED JOINTS --$EAM rAULKED BEFORE �/ DECK SELF TAPPING #10- 1"LONG AINTING/STAINING TOP OF SONOTUBE DECK JOIST 'JOIST @ CL @ 24 in oc 2x8 P.T. /BLOCK / ✓� 7 \ / 1x CEDAR LUE& SCREW TO STEEL POST RADE _(2) 8d GALVANIZED (3) TYP-8d GALVANIZED = _ �:< :• NAILS NAILS BLOCK TO BEAM PREDRILL WOOD TO Q"DEPTH •,�•,� •.�•.� ... ,�• ,� ,� FILL WITH WOOD PUTTY /\//\//\//\//\,.: r =:'`' ,•' ;<z\/\ 2x8 BLOCK AFTER SCREW INSERTED / \\/\\\/\\/\\\�� ..,.; ; ;,.`.: ': <•:'.;.` \\\�\\��\�\\\�\\\l T' (3) 8d GALVANIZED „r� _04 STEEL COLUMN /\\/\ \\//\ //, NAILS- SEE OTHER DETAIL DECK PRIMED \//\\/\\/M\ '" `'.a`'<•,. \\\// \/\/�\\/�\� co JLO OIST /\/�/\/\/\/� P�'--1 BEAM LO coq Cedar Covering of Steel Posts 14 A5 g ccc o o Scale:N.T.s. 12-A5 Top of Sonotube To Grade w 17 A5 Blocking Over Beam Scale:N.T.S. Scale:N.T.S. f� W CID W P.T.2x6 TOP PLATE � - G=a 0 � O (3)#4 REBAR a 4-in REVEAL CEDAR UALLY E- PINS-EQSPACED. Z a RAILING POST (6) 8d GALVANIZED NAILS - SIDING MATCH HOUSEb-� 3-FROM ONE SIDE 3-FROM THE OTHER 2x1 PURLINS 24-in oc E:j L - --GLUE& SHOOT OR SONOTUBE� LEDGER TO �� -DECK JOIST LUE& SCREW TO BEAM HOUSE RIM BOARD #4 REBAR TO STICK GUTTER • • I UP INTO SONOMIN. 4-in�`, ' DOWNSPOUT �—DECKJOIST J L 2x1 PURLIN ENTIRE 3 _ LENGTH OF BEAM FRAME AROUND DOWNSPOUT SIMPSON OR EQUAL DSL BLOCKING-INSTALL SIMPSON OR EQUAL HUSC28 2 / DRILL BEDROCK& �w/P.T 2x6's TOENAILED WITH HUSC28-2 HANGER BEFORE RIM BOARD TO \\-HANGER EACH SIDE OF DRILL&FASTEN WITH EPDXY#4 REBAR GMAX OR STAINLESS GET NAILS THRU HANGER /'� / 8d GALVANIZED NAILS INTO BLOCKING _/ GLUE& SCREW BOTTOM DECK JOISl'S INSTALL BEFORE RIM BOARD INTO BLOCKING SELF TAPPING #10-1 LONG MIN 4-in INTO BEDROCK DBL END JOIST @ CL @ 24-in oc CEDAR PLATE TO STEEL BEAM I` niar Framing Around Cutter Downspout PREDRILL WITH WO , DEPTH 22A6 g p 18-A5 Blocking under Railing Posts FILL WITH WOOD J - 13-A5 AFTER SCREW INSERTED Son®tube t® Bedrock Detail ` Scale:N,T.S. Scale:N.T.S. MATCH BEAM WIDTH Scale:N.T.S. 15A5 Cedar Covering of Steel Beam Scale:N.T.S. •`"° • •U Q ; ` 5 e ECKI NG - MODIFIED BITUMEN PLACE LAG SCREW 2x1 SLEEPERS ROOFING OR RUBBER OMINALLY CENTER ' ROOFING OF DECK JOIST - �``� PLY OR OSB 4 NOTE: 4- LL � DECKING k PRIVACY WA DO DO NOT WRAP MICROLLAM O DECK JOIST SHEATHING BEAM/N PLASTIC, ;• TYVEK OR ANYTHING PRIVACY WALL_ "x 5"GALVANIZED i ~ STUDS @ 16-in oc LAG SCREW PRE-DRILL w/I6"BIT 22-A6 Deck 'Sealing' �(3)EVENLY SPACE - 2x1 PURLINS 3. ALONG WALL 24 m oc Scale:N.T.S. } NAIL To ML J BL END FJ o I 4-in REVEAL CEDAR o v o v 91,0-0 DBL End Joist Attach to Privacy Wall SIDING 19-A5 1 / MATCH HOUSE IRDER TRUSS o o��o rn o m 2-� a Scale: T.S. / u L q m e c o ? 2x1 PURLIN ENTIRE MINIMUM 1/2"PLY OR OSB awp`a v�o S'm°' L /'� ON EACH SIDE OF G.T. cvn�c�v ovc of / BOTH SIDESENGTH OF ain o crn�° `c�-0 o d / � vv.. I DRILL& FASTEN WITH �'o m -,0> �� O1•jO•;CO_. NO.0 >L O 7.D O O'er ,c N O L O� ELF TAPPING #10-1"LONG EDAR SIDING w N v`vr a w @ CL @ 24-in oc O— v— 0+ v U rq PREDRILL WOOD TO 4"DEPTH z- N sI FILL WITH WOOD PUTTY i��i�a���a4�re CEDAR COVER BOTTOM 4 AFTER SCREW INSERTED MATCH WIDTH OF BEAM OF G,T. Cedar Covering of Microllam Beam 15a-A5 Cedar Covering of Girder Truss v ' 16-A5 g 2x8 DECK JOIST Scale:N.T.S. = a u � iv":.- ; rrt ao Scale:N.T.S. :ta !t ,r8 (3) 10d GALVANIZED I ax JAY w. NAILS, ' R _ ,,e N"pkv � - - 3/dry N 4>.�t�••�1�1 Q'�6 2x 10 P.T. U RIM BOARD N U a Q) e v o d N -p v i1 N Rim Board to End of Joists � N= D s L > W L 20 A5 tAsvK: 4 ° >- vW Scale:N.T.S. 0 d d N 41 C -C s° asoa°i, a0, asv iDRAWN gy DATE August 26, 2016 PROJECT NO. 100% Drawings 16-0057-U27 For Construction SHEET NO. e Deck Plans Unit 27 - A-5 Scale: 1/4"= 1'-0 i �I BY REVISION GY Rev 1 11-7-16 Removed 1 st Flr Dk Rev 2 12-7-16 GY Changes per BI SHINGLES TO MATCH HOUSE 15#FELT MATCH ROOF 2" PLY SHEATHING �� PITCH �•/ 2x6 RR-MATCH PITCH MATCH FASCIA SINGLE TOP PLATE / :l TO EXISTING / DBL 2x6 OQ� LLUSE MATCH NOMINAL i i MATCH INSIDE � AGAINSTHOUSE 3 in CORNER TRIM-�. /' LO _ NAIL TO HOUSE i / WIITHEXISTi G °o ° Ln SIMPSON OR EQUAL (1)2x6 @ 24"cc VERTICALLY UD o �-2@6 6 in cc i co o METAL BRACING,,,1 BETWEEN STUDS i i �� O —Fit Y' ONE SIDE ONLY ABOVE BEAM / LINE OF 2nd FLOOR i i C\2 ti DECK LOCATION OF�-[ - - _ _ _ - - - - - - - - - - - - _ _ 2nd FLOOR DECK BEAM DBL 2x6 PLATE TS 12x 4x 2"or� BEAM---"**' Z (2) 1-3/4 x 24"MI CROLLAM ~_ —Fit _ I U7 DBL 2x6 AGAINST HOUSE NAIL TO HOUSE SIMPSON OR EQUAL _ 0 METAL BRACING�/ 2x6 STUD i ONE SIDE ONLY - / -@ 16-in oc I E- 0 SEE DETAIL P1-A7A—�� o I z o UNE OF 1st FLOOR @ 24' oc VERTICALLY DECK - -- -- 12-in SONOTUBE '\U BOLT SIMPSON HUCD610-SDS � � --4'-0" �' Fit- START 6-in FROM BOTTOM \ OR EQUAL GMAC OR `I r - - - ^� 1 STAINLESS HANGER L — — — ,� — — — — — — — _ TS 4x 4x 2" 2x6 TOP PLATE SEE DETAIL 14-A-5 T. 2x6 BOTTOM PLATE AND DETAIL 2-A4 2) 2x10 BOX BEAM #4 REBAR 3-in LEG IN PAD _ MIN. 6-in EXTEND INTO SONOTUBE 12-in SONOTUBE SIMPSON HUC X610--SDS ---�� R EQUAL GM,V OR TO MIN 48-in BFG STAINLESS HA VGER L — — 1 18-in DIA ELEPHANT FOOT I 18-in DIA ELEPHANT FOOT �� 18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT OR 16x 16x 1 D"PAD UNDER OR 16x16x 10"PAD UNDER-'"�� OR 16x 16x 10"PAD UNDER OR 16x 16x 10"PAD UNDER SONOTUBES SONOTUBES SONOTUBES SONOTUBES (!AD-7 Privacy Wall Sheathing P_Br Privacy Wall Bracing P-Fr Privacy Wall Framing - - p_Fr Privacy Wall Elevation s] SonS+ //�-yy _ A-7 Scale: 1/4"=1'-0" otUbe Lletail Scale: 1/4"= 1'-0" A-7 Scale: 1/4"=1'-0" A-7 Scale: 1/4'-1'0" A-7 Scale: 1/4"=1'-0„ O 2x6 STUD 4 (2) 2X6 STUD ON ® U ; f l ZZ PLY OR OSB SHEATHING I NSIDE OF WALL Imo. Q) ti J� MATCH EDGECf N TYVEK WRAP C O `{"• I ( f TS 4x 4x I-"COLUMN PLY/OSB SHEATHING 4-in HORIZONTAL CEDAR 2"SHEATHING IN PRIVACY WALL O I SILICON CAULK TO FIT WITHIN 1/8 in OF I�SIDING 1 AROUND JOIST-BEAM BEAM-ANYTHIIVG LARGER INTERFACE l WILL BE REJECTED 2x6 STUD O SILICON CAULK BETWEEN ��- MATCH EDGE �-BEAM AND SHEATHING WITH TS ON O ONE SIDE l FLASHING TO BOTH Typical Privacy Wall Construction PEAL& STICK' DRILL OUT SHEATHINGJ Z SIDES OF BEAM& P_3 Yp Y TO FIT AROUND BOLT 2'x 10"THRU BOLT SPACE @ 24-in cc A-7 Scale: 1/4"=1'-0" ACROSS TOP OF BEAM :: VERTICALLY .• AT WALL PENETRATIONnd ROUND OF SILICON AULK BETWEEN BEAM AND CEDAR SIDING ( — n-7 TS = Wood Stud Connection q r Scale:1/4"=1'-0 0 o a'�o rn o0 v v�> o —'fir— v a u w a�t•c U C a t UN v q qi 2x6 STUD °wa o v V a 5 y cO.0 N m - ,-�-' Q+U+n W 7" OE 26 NCL Typical Sealing Around Beam 1"PLY OR OSB SHEATHING oN° a v P-5 Yp g z �.' 1 EXTEND BACK FLASHING ; U°3 ^E Sv c „ A-7 Scale: 1/4"=1'-0" - TYVEK WRAP o v o S m N°' -TO 16-in AFD a>-V)w rnO -" -> w (ii n�3�N'a�i 101 Q) am • _ •-'-CAULK BETWEEN FLASHINGS w o o vs v u r--:s� a UUj o i5 1 4-in HORIZONTAL CEDAR I AP FLASHING POST PRIMED zoz C14^zJ q_ oq I-) SIDING !I WHERE INSIDE WALL � I3IaIil3',�� �ECKINGy b&fid J TS 4x 4x POST 4�EXTEND BACK FLASHING INSIDE WALL ' TO 3-4"BELOW DBL END JOIST U �— INSIDE WALL (2)2x6_____ 2x6 TOP SIMPSON HUCD610-SDS —,OR EQUAL GMAX OR PLATE k STAINLESS HANGER �S -$ OUTSIDE-(1)2x6 n-7 Typical Privacy Wall Flashing N(2)2x10 L v >,Scale: 1/4"=V-0" v +`` £ v v d v � S v �O .4..r v U+�W�U - U-CO O SIMPSON HUCD610-SDS 2x6 PT BOTTOM J L u v) L �0 GMAX OR STAINLESS HANGER ° ° - a *' v * N ti s PLATE OR EQUAL-BOTH ENDS N C u (_ a Y v N bi •441 L 0 0 L N 0 NS- N 4N >- - i-'4. 3 -4-' to 41 to ` N O d O L v 3 L ON x -C 4.. L L S O N N O -C W f— O Q_0i-' U £ ZU _Pz . STEEL COLUMN PRIMED AND PAINTED[2 COATS] ( DRAWN gy WHERE EXPOSED DATE August 26, 2016 PROJECT NO. i P_2 Bottom Privacy Wall Beam 100% Drawings 16-0057-U27 A-7 Scale: l/4"=1'-0" For Construction SHEET NO. Privacy Wall Plans Unit 27 A-6 Scale: 1/4"= 1'-0"