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BOTH-000831-2016 TOWN OF QUEENSBURY iL --r 'r 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000831-2016 Date Issued: Thursday, August 23, 2018 This is to certify that work requested to be done as shown by Permit Number BOTH 000831-2016 has been completed. Tax Map Number: 252.47-1-13 Location: 7 TOP OF THE WORLD Owner: James Rosmarin, Top of the World Homeowners Assoc. Applicant: Northern Enterprises General Contracting LLC This structure may be occupied as a: 192 sq. ft. deck (replacement) By Order of Town Board Unit 7 Top of the World Homeowner's Assoc . TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r 4 property owner of the responsibility for compliance with Site Plan, \. 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 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000831-2016 Tax Map No: 252.47-1-13 Permission is hereby granted to: Northern Enterprises For property located at: 7 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: James Rosmarin Deck 522,447.67 Owner Address: I l Partridge GLEN Total Value $22,447.67 Rexford,NY 12148 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) Unit 7 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 most be made to the code Enforcement Officer of the Town of Queensbulybafore the ex[g7t/ption atkaemberl Dated at the Town of ueensb r/ ue3,2016 SIGNED BY: Vvfor the Town of Queensbury. Director of Building&Code Enforcement nice use univ ACCESSORY STRUCTURE APPLICAT w// e�l' �11 � Received DATE � JJ11 � ' / Tax Map ID TAX MAP ID - I l Permit No. l� IL Permit Fee SC� h�i.-e l3ad ZONING � Rec Fee HISTORIC SirE _Yes No Approvals SUBDIVISION NAME ^,, , 1 o /,J /� APPLICANT 1 9 A 010 LIA,I.I�I U.. OWNER — D (Pl l k' �(,,(/���17��l.UVIW ZS ASC. ADDRESS - Q.- .0 ADDRESS �41 LOl.k I,UA 7 ► f I4 d_4`'1 7 10asal)s ad I Vo Gebu 0 Aiq I ffg5 PHONE J7JUP PHONE h r ,^�mle ��J CONTRACTOR r� � COSTOFCONSTRUCTION(ESTIMATED): $�ia` L4g // 7. W7 I ADDRESS: Q UG BUILDING ADDRESS: q41 I- both lV7 I f tfq�(� 7 PHONE: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE W I _ PHONE4kO"1 Q7S TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse 1"floor sq,ft. 2"1 floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Q� I Detached Garage(#of cars_) Dock Pole Barn Porch-open •"Porch-3 season,Covered, Enclosed 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 occup ncy. ✓I have read and agree to the above: Print Name: I Date: I Signature: Date; 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 Engineering America Company 8 Fielding Street - Glens Falls, NY 12801 518-615-0201 Georgevas3@yahoo.com June 23,2018 Re: Certification Unit 7—Upper Deck Mr.Waugh .ToW Dear Sir: This letter is to certify that the upper deck on Unit 7 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. '`j1t115tti;q..°' ,: %tp, j Sincer tits . - rt.F ' a�.Y�� 15 � V Va lithai;APE - E George . U AUG 232018 t TOWN OF QUEENSBURY BUILDING&CODES eyn - '�b1-Z0\ -- - ' I BY REVISION Rev 1 11-7-16 GY Removed 1st FIr Dk GY Rev 1 12-7-16 r Changes per BI TOWN OF QUEENSBURY ® ui N RtSViMed By,, 00 Date: Q0 BOUT NOF QUEENSBURY 0 to � DEPARTMENT Co Based on our limited examination,compliance with our comments$half(lot be construed as indicating the plans and sp 'kation$ are in full compliance with the wildi j Now York State, ng Codes of r >r CD M O CID LO G cc l FILE COPY N ® �, ccLO LO O o Cd � U APPDXIMATE LOCATION OF GUTTER DOWN SPOUT ,I Ir ylr �Ir YI .- 1 r W_ _7*11 `G b /; tx V) o w i' E- F � o I W O . 0"4- , -4 0" ' C2) 1 NOTE: NOTE: 2nd FLOOR DECK 2nd FLOOR DECK ALREADY REMOVED ALREADY REMOVED C� �e-2 2nd Floor Deck - Demo Plan Ex-2 existing 2nd Floor Dock �- A-1 Scale: 1/4"=1'-0" A-1 Scale: 1/4"=1=0" Proposed 2nd Floor Deck HABEREMO AREA 2 4 8 TO BE REMOVED p 2 4 8 � Pr--2 p ° A-1 Scale: 1/4" 0 2 4 8 '1 6'-3" Ju .0 co M U � co ' 2 ® Cj �.� ® F'' LO FO Ll ilk f l 24.-0, PRI VA C Y WALL SEE REPAIR DETAIL in 00->,oC: >y 05 U U �— C - -- ,SUN +-'U O p+ , q � t._ CY) - OWp Oy NN Cvi - lOt O v Eou EXISTING BENCHES °El °o�o a of ave c� °-c c TO REMAIN&BE� v>°�cv`rn -°Q> ' °v :. .- - N C C NN O - REBUILT ��3;L av >�4,a a° W 0 0 N,C U V CLt Q. O C �__ZJ.1 H 0:45—a CSW O IOn Z_ N t+f 30'4" ® i S yy # 4 Ex-� Existing �St Floor Deck _ �srT � e ?� srr A-1 a ��„ i Scale: 1/4"=1'-0" �' �/ ISED0 2 4 8 / P�`�® 9 /6 .10 1_7 , ": :";-p'0 N :P N D N d N _ E O O d v -P d•N 41 U 41 41 _ _ d Ln d N d O XVI 0 C(/1 :P(� 0f L � 0/ i' v'1.-.2016 ZS v U Y d Y - d UI N-C 7 L i > •N L - - NN UI 0i' L O O L N O - - VI S ON 'F' >- N W_>- r The Client Top of the World Condo Association has requested that the first-floor decks be TO WN OF QUEi NSBURY -C 4 L L-C o v v o s v &CODES o a-0 +1 U E Z U+1 Z BUILDING eliminated from the Engineer's, Engineering America Company, drawings and not included in I DRAWN gy the construction documents submitted for a building permit.The original drawings were I developed based on the original need to replace both the first and second floor decks on Units DATE August 17, 2016 7, 27, and 32. It is the Engineer's opinion that the first-floor decks should be replaced and not 'just left as is', or 'fixed', at the discretion of someone else. PROJECT NO. 100% Dra wings 16-0057-U7 In consideration of the substantial risks to the engineer in rendering professional services in For ConStr'(JCtJ(JJ'] connection with this Project scope change, tE'i 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 Unit 7 A- subconsultants, which may arise out of or in connection with this Project scope change or the Scale; 1/4" performance by any of the parties above-named of the services under this Agreement. = 1'-0" i t BY ( REVISION �e Rev 1 11-7-16 GY Removed 1 st Fir Dk Rev 2 12-7-16 Gy Changes per 81 t 1 �fJ � e d,rrr✓ O a....✓ Z O NOTE: C W (4) SIMPSON HOLD DOWNS TO BE INSTALLED Z a (1)NEAR EACH END AND THE OTHER(2)EQUALLY SPACED f C -4 LEDGER BOARD ACROSS DECK SEE DETAIL 22-A6 SEE DETAIL ry_� FOR DOWN SPOUT FRAMING P� W SIMPSON OR EQUAL SIMPSON OR EQUAL SIMPSON OR EQUAL v SIMPSON OR EQUAL HOLD DOWN HOLD DOWN HOLD DOWN HOLD DOWN SEE DETAIL SEE DETAIL SEE DETAIL G SEE DETAIL � I r o BEAM: S 12x 4x , OR04 T z d CD TS 4x 4x 4" OLMANIZED(2)24-in MICROLLAM TS 4x 4x 4" Gz7 LAGS INTO LOCATE INSIDE {SEE ML NOTEJ�FLOW), OR IELD VERIFY �d PRIVACY WALL SEE DETAIL LL PRIVACY WALL GIRDER TRUSS(SEE G.T.NOTE BELOW) LOCATION Q STUDS------, 21-A6 FOR SEE DETAIL �. MISSING VENTS ,�_ �ry C) ° O CO _ 4 P�� E e x 24'-2" lJ LL DOUBLE END JOIST SPECIAL NOTE: SPECIAL NOTE: Upper IF USING A MICROLLAM BEAM IF USING A GIRDER TRUSS s DOUBLE D-2 "-'pper Deck Beare 1T CANNOT BE WRAPPED IN THE GIRDER TRUSS SHALL TYVEK, PLASTIC, ORANYOTHER BE DESIGNED FOR AEND JOIST MATERIAL OTHER THAN THE MAXIMUM DEFLECTION Scale: 1/4"=1'-0" CEDAR SIDING OF 1/3-in UNDER FULL 2x8 PT FJ LOAD CONDITIONS Fr-2 Upper Deck Framing Plan @ 16-in cc ° 2 4 8 CONTRACTOR TO PROVIDE MFGR. CERTIFICATION FOR A-2 Scale: 1/4"=1'-0" �J2) 2x10 RIM BOARD THIS CONDITION 0 2 4 g SEE DETAIL d C G • o i Ir �Ir �I a 0�400� 700 O n ti vO t�Uv .O LC U I 12-in SONO TUBE TO 12-in SONOTUBE c va°c�N 3 v v L TO MIN. 48-in BFG r� m °v cs o IN 48-in BFG SEESHEETA-6 / 1 oYOQ�c� �acn ®crn ow 2 cu 18-in DIA ELEPHANT FOOT tri,N 3 3� n1c-,aci v v a aQ f �4 2„ w v°v UJ c��a Oc - R 16x16x10"PAD UNDER F- .z� o- 0--o, c.)w 18-in DIA ELEPHANT FOOT SONOTUBE N M R 16x 16x 10"PAD UNDER SONOTUBE �b®����1���$dddda4��d�B Fan Foundation Plan ; , ���• �Z ® a` A-2 Scale: 114"=1'-0" d 'm � � � ., .,. + Q, :P N v v d v r S O O �! V1 O O d 'a N 41 U d 41. rn� +' u � +° +d, In d d O XVI (n - l! dv � � 41v 75 O v U .Y d VI N S 3 L L > V1 L 3t '- U�IS N �� 41 O } N�>O- v O d d L v 3C v 3 S O v v O S U) F- O CL-0 4' U E Z U 4'Z DRAWN gy j DATE August 17, 2016 PROJECT NO. ., 100% Drawings _ For Construction �6 0057 U7 - SHEET N0. Foundation & Framing Plans Unit 7 A-2 Scale: 1/4",= 1'--0" .. .. ......._...-------.._—- - – -- - e BY I REVISION s GY Rev 1 11-7-16 Ir Dk • `'SII' e " NOTES. Removed 1st F . SPECIAL NOTES. . Rev 212-7-16 f GY Cr►anaes per Bl I It I: Contractor shall walk through, each unit that will be 1. Should the project become delayed for any reason, and �� I I I 1 1 1 1 1 1 1 I receiving a new deck(s) and observe and cracks or other the time between the beginning of the project and the date rT- I i I I Y-i I�T-Y� " 1- I I I I I I I 1 1 I t I 1 ILT-YLI I I I I I I I I I 1 imperfections. The Contractor shall be accompanied on stamped by the Engineer exceed one (1)year the plans I rr I I I I I I I 1 � I l-��I u i I I I I ' 1 I I I 1 I I I 1 I i I 1 I 1 I I I I I I I / r g y p , I I r' must be reviewed for NYS Code changes by a licensed I I this walk through b the Owners re rs.sentative. Photos - - - - - - - - • • • • . • - and notes will be taken and made part of the Construction NYS Engineer or Architect prior to beginning construction. J1 I 2. All construction shall comply with the 2015 Residential Documents. I Code of New York State and the Energy Conservation � 2. The Contractor, with the,Owner's representative present, Construction Code of New York State. y shall observe and examine"the existing r{m boards (not the" 3 The contractor/owner shall comply with all laws, rules and i i I I ledger boards) for both the first floor deck and the second l floor deck. if they are deemed 'unacceptable'by both the ordinances of any public authority bearing on the r I I --Contractor and the Owner's representative, they shall be perfonXlance of the work. I , 4. The contractor is solely responsible for all construction removed and replacedprior to beginning construction of he 1 means, methods, techniques, sequences and procedures decks: 1 k and for the coordination of all portions of work. ., 1 5. The Engineer is not responsible and is to be held harmless co by the owner from any claim or suit whatsoever, including co all payments or costs involved arising from or alleged to --- ---- - ; have arisen from the contractor's work to conform to ° --- _ , design intent. o CID _ 6. All measurements to be job/field verified and advise C112 w -{ Engineer of any discrepancies prior to proceeding. z a 1 7. Drawings not to be scaled from for field work purposes. 8. All stairs: a. Max rise 8 X" z z l ' _ b. Min run 9" 1011 c. Nose 1 1/8" ul Handrail & Guard Notes: cD � 1. Handrails shall be provided on at least one (1)`side of each continuous run of treads or flight with four (4) or more risers. "' 2. Handrail height, measured vertically from the sloped E o plan adjoining the nosing, shall not less than e tread n all be 34-inches and not more than 38-inches. z ° 3. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top Z riser to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. North Elevation � (!A l_W West Elevation 4. Handrail Grip: EI-N a. Type I. Circular cross section shall have an A-3 Scale: 1/4"=1'U" -3 Scale: 1/4"=1'-0' outside diameter of at least 1-1/4" but not greater than 2". 0 2 4 $ 0 2 4 s Y,>y 5. Guards shall be located on all porches, balconies, 07 ramps or raised floors located 30-in or more above grade. 6. Guard height shall be not less than 36-inches. NOTE: 7. Intermediate rails and spindles shall be placed so as NOTE: IF TREX DECKING iS USED IF TREX DECKING IS USED �„ HIDDEN FASTENERS r10$ t0 pass a sphere 4-inches Or greater. HIDDEN FASTENERS ARE REQUIRED --. ARE REQUIRED DECK TO SLOPE PER F­ RAILING DECK TO SLOPE q"PER F' RAiLINPE AWAY FROM HOUSE SEE SPECS FROM HOUSE /POST 2x8 P.T. BLOCKING DECKING 2x8 P.T. BLOCKING General Design Criteria DECKING / N CANTILEVER 1 O N CANTILEVER TYPE T.B.D. ro FLASHING TYPE T.B.D. FLASHING VER BEAM SEE DETAIL 7 OVER BEAM SEE SPECS A 1. Seismic design category-C SEE DETAIL 7 SEE SPECS F'-3" 3x1"SLEEPERS HANGER 2. Concrete weathering probability-Severe 3x1"SLEEPERS- HANGER +� I SEE DETAIL 7 SEE DETAIL 7 Q) G NG 3. Design wind speed - 115 mph 'OR MOD.BIT ROOFING 311 1 I' I I I A I q i I I I I h 1 ! 2x8 P.T.LEDGER --� , , - , , n d I I 1 I I 1 I 11 ---I \ l 2x8 P.T.LEDGER 4 Design ground snow load - 60-psf RUBBER OR MOD.BIT ROOFING ----- '"�-•-"•- FASTEN PER DETAIL 6 Q ` FASTEN PER DETAIL 6 a PLY OR OSB �lAI 5. Termite Infestation -Slight to moderate 2"PLY OR OSB ---�'�' - DECKING 2x10 P.T.,_i- - /I 6. Decay probability=Slight to moderate 'Q .Q - . . 7. Exposure category-.B DECKING RIM BOARD / - v) DBL 2x8 BLOCKING J - `_ - BETWEENFJ's =' m 8. Wind-borne region - No AT RAILING POST '. 2nd FLR BEAM LOCATIONS TS 12x 4x z"OR SIMPSON OR - 1 ._ General Desi n Loads I - SIMPSON OR EQUAL HOLDDOWN g s �► WOLMANIZED(2) 24"MICROLLAM C O. EQUAL HOLDDOWN OR GIRDER TRUSS SEE DETAIL 7 2nd FLR BEAM SEE DETAIL 7 2x8 P.T. DECK JOIST Deck Floor Load -60-psf live load plus dead load TS 12x 4x 1"OR 2x8 P.T.DECK JOIST @ 16-in oc " z @ 16-in oc� WOLMANIZED(2) 24"MICROLLAM EVEN WITH BOTTOM EVEN WITH BOTTOM OUSE FJ EXISTING H OF i OR GIRDER TRUSS OF EXISTING HOUSE FJ ~ l Common Specifications: I. All lumber shall be SPF#2 or better, and be pressure treated as follows: a. Posts that may be In 'contact with ground- UC3B b. Joists and beams that may be in contact with ground- UC4A J 2. 2"d Floor Deck Laminated Beam - Wolmanized-cannot _ be site treated °. 3. All concrete shall be 3500-PSI 28-day strength. 4 o° 0-. i ° c L w c.- •` i 4. All tube steel shall be 50,000-psi °° aj° a o v ° 0) 0 -50 s+ cc U a, All other steel can be 136 000-psi s UN�� ° ° 5. All joist hangers shall be Simpson GMAX or Simpson owQ OU„•o •� v U (0,1- stainless i stainless steel unless otherwise approved by the Design os S- o E EXISTING 1 st FLOOR DECK i EXISTING 1st FLOOR DECK a 7 0w vv. Engineer. `°oma°°v o v ay n O rn SEE WAIVER NOTE-----\ 6. All hanger fasteners must be'hot dipped galvanized (for >i 0°o�� o C'o,0 SEE WAIVER NOTE SHEET A-1 0>°-V)a�rn0-. y C:> •°u SHEET A-1 use with GMAX hangers) or stainless (for use with �;�, 3 0�,� stainless hangers). �zJ �" o �o UW 3 7. Simpson holddowns, DTT1 Z, shall be installed at locations o- N t A ' on both lower and upper decks as shown on the drawings. .,SSqq gg ®®g99a l 8. All hangers must be installed in accordance with as ���� l Manufacturer's specifications for use with pressure treated Q ,®�A�,umf °�V . a. NOTE-the specific hangers'maybe different < r based on the preservative used and the preservative Category. Contractor to verify and submit cut sheets or lumber end tags-for the �o �T lumber and the hangers,- to Design Engineer prior ���°�4 Ub : :w to construction. �"°4. 9. Flashing cannot be aluminum - must be a material s v T °' -P v vvai, da compatible with the pressure treated preservative used. v 3 P W v o UUo-00) 0 Abbreviations: s e d o z vi g . _ U -Y d .--Y P,T. - Pressure Treated N BFG - Below finished Grade a)�'a d d C v ; C v T.B.D. - To Be Determined s s s s o E Z o s v r o aa+ u Ezu +�z DRAWN gy DATE i August 17, 2016 PROJECT N0. 3) Section 3 - Thru RailingFrosts nA3Section 1 X00% Drav�oings - 16-0057-U7 A-3 Scale: l/2"=1'-0" Scale: 1/2"=1'-U" For Construction SHEET NO. 1 2 4 2 4 0 Elevations, Sections, & Notes Z Unit 7 A-3 Scale: 1/4 1'--0" a BY I Rev 1 1I1-7-6 G Removed 1st Fir Dk Rev 2 12-7-16 GY Changes ner81 CENTER ROW-- CENTER OF BEAM 0(j-3"BOX NAIL BEAM EITHER (1), OR(2)PLYE3EAM N ' DO NOT USE.FOR l N3" 3) OR(4)PLY BEAMS I 1 1-6"-x-12"TYPE / (2)L"DIAMETER 0 0 0 0 o THROUGH BOLTS 1 WITH WASHERS 0 0 0 0 0 0 0 0 O O 0 2" C BEAM MUST RESTFULLY ti ON POST Microlam Beam Assembly Detail /� � � y P.T.sxs_ a; TYP. POST �— Scale:N.T.S. cc TYPICAL POST AT SPLICE NOT ALLOWED co ° co � O C w 5-A4 Beam to Post Connection - 9 & 2 Ply wood Beams z Scale:N.T.S. GALVANIZED AG BOLTS =3"LONG-PREDRILL STEEL 2x6 PRESSURE TREATED LEDGER FASTENED TO BEAM —_FLOOR JOIST SITS ON H 3" -t--24 TYP- TOP-SEE DETAIL U] G4 f ° ° -----P.T. 2x6 E_ O TUBE METAL BEAM _ -TUBE BEAM E- ENDS SEALED --1�r-�TS 4x 4x PRIMED ATTACH WITH z"GALVANIZED FOR ANCHOR/LEVELING R..... DIA ANCHOR/LEVELING 8x 8x 2"STEEL PATE R STAINLESS AG SCREWS BOLTS CAS SHOWN BOLTS(4)TYP-\ WELDED TO POST �.�...✓ N TS 4x 4x Q"POST se-r Steel Beam - Tap Plate Detail ,., Q0 GROUTAFTER___ '.;;; Scale:N.T.S. i - 12"-� o LEVELING p 8x 8x z" 2" 2"—� STEEL PATE 0 0 0 MIN. 4-in EMBED •- �_STAGGERFASTERNERS 12-in SONOTUBE p p 2 SHOWN w/(4)#4 VERTICAL REBAR 2"SONOTUBE AND#3 REBAR TIES 6-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 POST CAP IN_ 2' f 46 H- 101-4-1/8"CLEAR INSIDE STEEL tt3 0 0 € •U ` C 0 0 CAP WELDED �(4)z"THRU BOLTS ¢ - w i __--TO POST-4"WELD-�' WITH WASHERS � U - - j ALL AROUND 4x 4x 4..STEEL _�� �� \ ® C POST PRIMED ; NON-CORROSIVEFASHING , NON-CORROSIVE FLASHING IO -� Z3 / MIN. 6-in ABOVE HOUSE FLOOR MIN. 6-in ABOVE HOUSE FLOOR CEE DRAWING FOR LENGTH LCy 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 - 11-8 A4 — SIMPSON LUS8 OR EQUAL — SIMPSON LUSS OR EQUAL N Scale:N.T.S. ` �GMAX OR STAINLESS HANGER �GMAX OR STAINLESS HANGER ` Az J l� u i n n ECK JOIST iii u n i ECK JOIST L (2) 24"ML BEAM t 2)#4 REBAR 0 I OR 8 MANIZED \—_6-SD#9x1-1/2' SCREWS 6 SD#9x1 1/2"SCREWS �• JWOL End of Stair Pad Detail OR 8 10Dx1-1/2 NAILS 3A4 10Dx 1-1/2"NAILS - POST CAP FOUNDATION OR FO SIMPSON DTT1Z HOLDD WN OR EQUAL CONCRETE SHALL BE 3500 -psi DTT1Z HOLDDOWN OR EQUAL 0 E U Scale:N.T.S. NOTE: 16"H 16"L-3-5�8"CLEAR INSIDE HOUSE WALL 8"HDG LAG WITH i IDG WASHER FOUNDATION OR 8 i 3-in PENETRATION INTO SILL, HOUSE WALL HDG LAG WITH HDG WASHER s4"STEEL ��_ TOP PLATE, ORSTUD SELL, TOP PLATE, OR STUD \ � I ( ® � �4)z" THRU BOLTS At Holddown Joist Locations At Joists Without Holddowns -- p00 CAP WELDED N `�—TO POST-4"WELD .2 WITH WASHERS c�ovc.5 °0C 00(y o _ G1 Q 0L u 0 AD 0.c V ALL AROUND o N v .`4x 4x 4"STEEL 7_A4 Joist Attachment to House Ledger _ POST PRIMED ' r v°E m ov-S�, 0 i` v�..y�c vwyv v Scale. N.T.S. °°oow�v v`o� N¢ c�N�cr'^ 3 w w ct vn Orn En _c E.- 0 °cnc� w °c> v 11A A4 Microllam to Steel Column Connection Detail Tv a� w °oa��ov crra oc � .ZJ n+.o_ 0:.,v. Caw O Scale:N.T.S. 10d TREADED NAIL OR. p � ,R'I{�i 'r���� � 10 WOOD SCREW 2-1/2"LONG NOMINAL 24-in N -16"TYP- IN 2 ROWS GI RDER,TRUSSrr y - �G POST CAP • • • • p ?16"H- 16"L- "XX"CLEAR INSIDE x-16"TYP °o N L, 054�a�° —4'STEEL-SEE TRUSS MFGR USE THIS OPTION ®• �> °� Tt� _ FUSE THIS OPTION • ncr+�coA' �., TRUSS DETAIL FOR WIDTH _ s �,' 4 ALL FJ-LEDGER v>0 0 € ALL FJ-BEAMFCONNECTIONSrOR ONNECTIONS 4-A4 Wood Beam Assembly Detail v v s v a . CAP WELDED �4)2"THRU BOLTS - o o d _tea, 4-u m 3+ w ° ° 0 € Scale:N.T.S. U U o o w POST-Q"WELD WITH WASHERS l °'d 4'+' o u +' o +' ALL AROUND °=°^`_(6) 10d NAILS ° oma, o '-^ °+' v�'+' �' �_4x4xI"STEEL ° ° vdLAm+� LooLvo SIMPSON OR EQUAL INTO HEADER o bl Ln s 3 L s > '0 L POST PRIMED H1 OR H5 HURRICANE TIE _ SEE NOTES BELOW o��(4) 10d NAILS m s v +> >- m W r 41 4. 3 +' W_P VI a INTO JOIST o a.-041 °u EZU41Z SIMPSON OR EQUAL DRAWN gy 11 C-A4 Girder Truss to Steel Column Connection Detail 0828 HANGER � SEE NOTES DATE Scale:N.T.S. g44 Joist to Beam/Ledger Connect Detail August 17, 2016 PROJECT NO. Scale:N.T.S. NOTES: rte'^, 1.Hangers shall be ZMAX hot-dipped galvanized 100% Dr V V rugs 16-0057-07 connectors For y' �+ �^ �+ 2.Fasteners(nails)shall be either; Fo Construction tion --Mechanical galvanized Quick Guard,or SHEET N0. --Hot dipped galvanized Details 3.All holes in hanger must be filled Details Unit 7 A-4 Scale: 1/4"= 1'-0" J a BY I REVISION GY Rev 1 11-7-16 Removed 1 st Fir Dk Rev 1 12-7-16 Gy Chancres per B1 e OST/COLUMN DRILL&FASTEN WITH MITERED JOINTS ,--BEAM AULKED BEFORE TO FIT LAG BOLTS HOUSE 2x12 2x8 P.T. ,/ DECK SELF TAPPING #10-1"LONG rPAINTING/STAINING BEST CAN THIS AREA TOP OF SONOTUBE NOTE-CONTRACTOR M BOARD DECK JOIST JOIST @ CL @ 24 in oc RI �BLOCK 1 x CEDAR � � I„ � / FACE OF I —GLUE& SCREW PRIVACY WALL^ `I •r 2x8 LEDGER TO STEEL POST RADE _(2) 8d GALVANIZED (3) TYP- 8d GALVANIZED r ` NAILS NAILS BLOCK TO BEAM PREDRILL WOOD TO a DEPTH P=ON FILL WITH WOOD PUTTY i\ \ \ \ \ '• i\/\/\/\/\/\/ crJ 2x8 BLOCK AFTER SCREW INSERTED -- (3) 8d GALVAN(ZED� �/ 4x4 STEEL COLUMN \/\\/\\/\ �::•'.'•': i\\/\\/\\/\/\ \' 12" i 12" 12" / 12°-� / / /\/\//\/ NAILS-SEE OTHER DETAIL DECK PRIMED v/\\//\\�\%/\ ?;.. .r„ ;•, ' r'''., \\ j�\�\�\\/\\� � VENTS VENTS rJOIST ��\ •., BEAM \ � / �i�\i\ �.` �\�.�\��\�\��\��\ o . co DBL ENDS o Jolsr 14-A5 Cedar Covering of Steel Posts � o 21-A6 Unit 7 Vents in 2nd Floor Ledger Scale:N.TS" 12-A5 Top of Sonotube To Grade � Scale:N.T.S. 17-A5 Blocking Over Beam Scale:N.T.S. Scale:N.T.S. U a Cnw P.T.2x6 / TOP PLATE / O (3)#4 REBAR CEJ 4-in REVEAL CEDAR PINS-EQUALLY : - �- �— SIDING MATCH HOUSE SPACED RAILING POST--,,,, (6) 8d GALVANIZED NAILS 3-FROM ONE SIDE . L �/ 3-FROM THE OTHER i 2_x1 PURLINS @ 24 in oc SONOTUBE L ---f'LUE& SHOOT OR J LEDGER TO �� �� —DECK JOIST LUE& SCREW TO BEAM o Z` HOUSE RIM BOARD--,,,,, e ' e L #4 REBAR TO STICK GUTTER UP INTO SONOTUBE o DOWNSPOUT \,—DECKJOIST L 2x1PURLINENTIRE MIN. 4in =CREWBOTTOM MFRAME AROUND DOWNSPOUT SIMPSON OR EQUAL DB(_BLOCKING-INSTALLSIMPSON OR EQUAL HUSC28-2I- DRILL BEDROCK& w/P.T 2x6s TOENAILED WITH HUSC28-2 HANGER BEFORE RIM BOARD TOGMAX OR STAINLESS GET NAILS THRU HANGER \—HANGER EACH SIDE OF DRILL&FASTEN WITH EPDXY#4 REBAR�8d GALVANIZED NAILS INTO BLOCKING SELF TAPPING #10- 1"LONG MIN 4-in INTO BEDROCK DECK JOISTS INSTALL BEFORE RIM BOARD INTO BLOCKING CEDAR PLATE TO STEEL BEAM DBL END JOIST @ CL @ 24-in oc Framing Around DownspoutGutterPREDRILLWOHDTO DPUTTY �� Bloc,-king Under Posts FILL WITH WOOD PUTTY 13-A5 Sonotube to Bedrock Detail 22D-A6 g 18-A5 g g AFTER SCREW INSERTED Scale:N.T.S. Scale:N.T.S. MATCH BEAM WIDTH Scale:N.T.S. 15-A5 Cedar Covering of Steel Beam o Scale:N.T.S. t •U �• co < Q U ECKI NG MODIFIED BITUMEN PLACE LAG SCREW { _i C O 4- -NOMI - 2x1 SLEEPERS ROOFING OR RUBBER OMINALLY CENTER �� O ROOFING - �OF DECK JOIST I7 PLY OR OSB 6 O . NOTE: = 4 DECKING PRI VACYWALL� DO NOT WRAPMICROLLAM O ECK JOIST SHEATHING BEAM IN PLASTIC, _ TYVEK OR ANYTHING 0 .' PRIVACY WALL--,--*' x 5"GALVANIZED STUDS @ 16-in oc LAG SCREW 'PRE-DRILL w/16"8/T 22-A6 Deck 'Sealing' _ (3)EVENLY SPACE - 2x1"PURLINS ALONG WALL 24-in oc Scale:N.T,S. NAIL TO ML \ BL END FJ LI --- : ; 4-in REVEAL CEDAR p a o 0,ov w SIDING IRDER TRUSS w v c c °°° DBL End Joist Attach to Privacy Wall >,O o 19-A5 � yMATCH HOUSE o�a'>,o�' o�> Scale:N.T"S. oN o - MINIMUM 1/2"PLY OR OSB �� n=o a av u 2x1 PURLIN ENTIRE ON EACH SIDE OF G.T. owo o o Q).2 c"N co-c f ENGTH OF BEAM O u ? oc '� o� BOTH SIDES allo°o�O vo�� ®rn _ QyotncL�a� °c> aa�i Fl_ RILL&FASTEN WITH EDAR SIDING o° N o oc - ----SELF TAPPING #10- 1"LONG cii N Q)a i Nt o >o v a a C CL 24 -in w �vv�u� ' ctLa oc @ @ -_z_3 p+uv UW u < PREDRILL WOOD TO 4"DEPTH z� M FILL WITH WOOD PUTTY� 3 AFTER SCREW INSERTED �OF GAR COVER BOTTOM ��Ub� ,� SICJ //� _ MATCH WIDTH OF BEAMS (A 15a-A5 Cedar Covering of Girder Truss w ; , � `M� I 2x6 DECK JOIST 16 A5 Cedar Covering of Microllam Beam Scale:N.T.S. 6 ; . `.3fi vv rri 3 10d GALVANIZED r Scale:N.T.S. NAILS Q) 4- z + 2x10 P.T. Lv �41 wvo a, RIM BOARD `2"' o o d a v +°' 0 e +1 N d d 20-A5 Rim Board to End of Joists v �N � Loodo Scale:N.T"S. a, �oodCv � Ca, 3 S 4- L L S O v N O S al 1— O O--0+' U £ ZU ++ Z DRAWN gy DATE August 17, 2016 PROJECT NO. k -t( l 100% Drawings 16-0057-U7 For Construction SHEET NO. Y Deck Plans Unit 7 A-5 Scale: 1/4"= 1'-0" a BY I REVISION Rev 1 11-7-16 GY Removed 1st Flr Dk Rev 1 12-7-16 GY Changes,oer BI 3 ! I I SHINGLES TO MATCH HOUSE 15#FELT /- MATCH ROOF z"PLY SHEATHING PITCH 2x6 RR-MATCH PITCH MATCH FASCIA -/ SINGLE TOP PLATE �'� TO EXISTING CD '0 W )' DBL 2x6 MATCH NOMINAL AGAINST MOUSE I MATCH INSIDE 00 q2 /� 3-in CORNER TRIM-� ORNER TRIM LO / NAIL TO HOUSE i WITH EXISTING Q co L SIMPSON OR EQUAL (1) 2x6 @ 24"oc VERTICALLY,, �x6 STUD I I o METAL BRACING�� BETWEEN STUDS _ a z / @ 16-in oc i i d 0 , 1—Fit f'0" ONE SIDE ONLY ABOVE BEAM / LINE OF 2nd FLOOR co r ,� 0 DECK14 LOCATION OF____�-L - - = - - -" - - - - - - - - - - - - - - 1 z A 2nd FLOOR DECK I BEAM DBL 2x6 PLATE i b� o TS 12x 4x Z"or--,-, BEAM-� CJ t (2) 1-3/4 x 24"MICROLLAM i I W DBL 2x6 AGAINST HOUSE I t� NZ TO HOUSE SIMPSON OR EQUAL _' • T p-� �a METAL BRACING--,_ 2x6 STUD ONE SIDE ONLY /�@ 16-in oc i i W SEE DETAIL PI-A7A-- i i O I I E- _ LINE OF 1st FLOOR 12-in SONOTUBE #"x 10"THRU BOLT @ 24"oc VERTICALLY SIMPSON HUCD610 SDS DECK SIMPSON it START 6-in FROM BOTTOM \ _ " OR EQUAL GMAX OR �d r�--4'-0" � { �J� STAINLESS HANGER L — — — _ `�...✓ .� --- TS 4x 4x z" --- 2x6 TOP PLATE SEE DETAIL 14-A-5 --- T. 2x6 BOTTOM PLATE AND DETAIL 2-A4 2) 2x10 BOXBEAM #4 REBAR 3-in LEG IN PAD MIN. 6-in EXTEND INTO SONO TUBE 12-in SONO TUBE �/" SR EQUAL GM X610-SDS , TO MIN 48-in BFG R EQUAL GM,3X OR STAINLESS HANGER 18-117 DIA ELEPHANT FOOT I 18-in DIA ELEPHANT FOOT 18-in DIA ELEPHANT FOOT �� 18-in DIA ELEPHANT FOOT / 1 OR 16x16x10"PAD UNDER OR 16x16x10"PAD UNDER OR 16x16x10"PAD UNDER--�� OR 16x16x10' PAD UNDER SONOTUBES SONOTUBES SONOTUBES SONOTUBES \ Privacy Wall Sheathing P-sh Y g p_gr Privacy Wall Bracing P-Fr Privacy Wall Framing p_F,- Privacy Wall Elevation ST Sonotube Detail A-7 Scale: 1/4"= 1'-0" A-7 Scale: 1/4"=1'-0" A-7 Scale: 1/4"=1'0" A-7 Scale: 1/4"=V--0" A-7 Scale: 1/4"=1'-0" i 2x6 STUD l U " (2)2x6 STUD ON .. I � ® !� PLY OR OSB SHEATHING ---INSIDE OF WALL II I MATCH EDGE Z3 ` TYVEK WRAP ® (� TS 4x 4x Z„COLUMN ® " PLY/OSB SHEATHING 4-in HORIZONTAL CEDAR z"SHEATHING J IN PRIVACY WALL TO FIT WITHIN 1/8-in OF SIDING + _ SILICON CAULK AROUND JOIST-BEAM BEAM-ANYTHING LARGER l INTERFACE l WILL BE REJECTED a ! t 2x6 STUD 0 SILICON CAULK BETWEEN MATCH EDGE SILICON AND SHEATHING WITH TS ON ! ONE SIDE � t ADD PEAL& STICK' , DRILL OUT SHEATHING FLASHING TO BOTH P_3 Typical Privacy Wall Construction TO FIT AROUND BOLT �Z"x 10"THRU BOLT SIDES OF BEAM& SPACE @ 24-in oc ACROSS TOP OF BEAM A-7 Scale: 1/4"=1'-0" " AT WALL PENETRATION 2nd ROUND OF SILICON VERTICALLY ' ---CAULK BETWEEN BEAM 1 AND CEDAR SIDING \ J n-7 TS - Wood Stud Connection Scale: 1/4"=1'-0" a v°v o� C g C.0 V ti 7 2x6 STUD oWo'oo� o �N�o C-2 � N V•N V N n-7 Typical Sealing Around Beam I"PLY OR OSB SHEATHING {EXTEND BACKFLASHING °ov �TYVEK WRAP T0 16-in AFD a� cn „ IV o Scale: 1/4"=1'-0" , n ; n o T�o o am / CAULK BETWEEN FLASHINGS AP FLASHING o p��V V C�� Q 4-in HORIZONTAL CEDAR z�z�a. v_ oma- o �w POSTPRIMED jSIDING-�� � WHERE INSIDE WALL -D 1 ECKING T5 4x 4x POST _EXTEND BACK FLASHING INSIDE WALL A L TO 3-4"BELOW DBL END JOIST —� SIMPSON HUCD610-SDS �— INSIDE WALL Y (2 2x6 2x6 TOP PLATE �-OR EQUAL GMAX OR m Cj.ilr STAINLESS HANGER d + OUTSIDE-(1)2x6-� 1 �, �'A ® 05 ��'�°°� 1- Typical �o '�.�� `�','�•° 00000 �..o P_4 Typ4ical Privacy Wall Flashing 2 2x10" °' +' '' u A-7 Scale:1/4"=V-0" O 3 �" U O-a N O a; N p O d -0 v +'U d+' SIMPSON HUCD610-SDS 2x6 PT BOTTOM c L d o x vi 2 �0 } GMAX OR STAINLESS HANGER " d v 0 '- +' v 0 -' OR EQUAL-BOTH ENDS PLATE c Fn rn s 3 I- L > W L mNUI +� iooso, 0 W _C 0j i' >- v W>- 41(� � +1 in+, in v O d d C v 3 C N 33 i S O v N O S N F— O a-0+' U >: zU -Pz STEEL COLUMN PRIMED AND PAINTED[2 COATS] DRAWN gy WHERE EXPOSED DATE so August 26, 2016 p-2 Bottom Privacy Wail Beam 100% Drawings PROJECT N0. . , „ g 16-0057-U7 -4 � A-7 Scale: 114"=1-0 r Construction tr^U ctl on F� I r SHEET N0. Privacy Wall Plans Unit 7 A-6 Scale: 1/4"= 1'-0"