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BOTH-000828-2016 • TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000828-2016 Date Issued: Thursday, August 23, 2018 This is to certify that work requested to be done as shown by Permit Number BOTH-000828-2016 has been completed. Tax Map Number: 252.48-1-18 Location: 32 TOP OF THE WORLD Owner: Top of the World Homeowners Assoc.,Donald Schwartz Applicant: Northern Enterprises General Contracting LLC This structure may be occupied as a: Deck 192 sq. ft. (replacement) By Order of Town Board Unit 32 Top,of the World Homeowner's Assoc . TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (FW 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 OL Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000828-2016 Tax Map No: 252.48-1-18 Permission is hereby granted to: Northern Enterprises For property located at: 32 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 Tyne of Construction Owner Name: Donald Schwartz Deck $22,447.67 Owner Address: 5846 Parkwalk CIR Total Value $22,447.67 Boynton Beach,Fl,33472 Contractor or Builder's Name/Address Electrical Inspection Agency Northern Enterprises 38 Saratoga AVE South Glens Falls,NY 12803 Plans&Specifications Deck 192 sq.ft. (replacement) Unit 32 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 Queensbu before the a/�q�iratioon date.) Dated at the Town Queens u t� //To d cember 13,2016 SIGNED BY: pyjr ,a for the Town of Queensbury. Director of Building&Code Enforcement uuu:e use unry ACCESSORY STRUCTURE APPLIC� Received DATE � '� ' 0 Tax Map ID TAX MAP ID ASQPermitNoFC-�' 6U�6- I-va,cA 131-7 ZONING 2 Permit FeeAk BOi� 8�8'a-of yt�l Rec Fee HISTORIC SITE _Yes _Z No �/"' _ Approvals SUBDIVISION NAME LO # APPLICANT e, OWNER L ' 11hII// WMAE ADDRESS ADDRESS 1`1" A ` r7 �� r 6 I-e jh� N� )t*3o Mdq I I ,/4 PHONE "�✓IA 'ADO IQ-7r PHONE �1' 'H(x� CONTRACTOR QI r,, •yvp COSTOFCONSTRUCTION(ESTIMATED): ADDRESS: O x J � BUILDING ADDRESS: 441 t tralhd(-� J1'N-#�, 1 Inif 3� r� _(�Itns�y-rae IIs , "112&5 Gam► I N� /,205 PHONE: 5-19-A rt - 140Q CONTACT PERSON FOR BUILDING&CODES COMPLIAPHONE _ rqUp TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 131 floor sq.fl. 2"d floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Q I Detached Garage(#of cars�) Dock Pole Barn { ut. C L'i 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 occupancy. 1 ./I have read and agree to the above: Print Name: Date: 10�- _40 Signature: ate: 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@vahoo.com June 23,2018 Re: Certification Unit 32—Upper Deck Mr.Waugh ToW Dear Sir: This letter is to certify that the upper deck on Unit 32 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. i�Jt�'�t�'`'a0,! ,Jfiy Since;.4, 4,�',; •.,'�;, V \ g. Mzti b ;? George'Yasencl'iak,PE V E in) AUG232p'g T®wry o� �tUEENSBURI' BUIL®i1�G& CODES - BY I REVISION s - Rev 1 11-7-16 x. Ate € }, GY Removed 1 st FIr Dk ° t0 N GY Rev 2 12-1-16 BUILDING OI ` , ® L ,� Changes Der B1 C14 (n - -1-5 04 r 1 — p > CD : COy r o CD I - oo0- ItTOWN OF QUIMNSBURY BUILDING DEPARTMENTo QaSed on our limited examination,compCanca v N co with our comments shay ),x be construed a3 N to co 0 Lo indicating the pians ansa specifications are in full co oiance with the Buging Cis of Now YA Stag. ® LO ° _ �... � O z w APPDXIMATE LOCATION OF GUTTER DOWN SPOUT ill 11r it � (Z) � i, �7 Ir yP ylr �., �J � o y z ° C) H J, C 24'-0" 0" J �4 0 Z NOTE: 2nd FLOOR DECK c� 2nd FLOOR DECK NOTE: De-2 2nd Floor Deck - Demo Plan ALREADY REMOVED EX-2 Existing 2nd Floor Deck ALREADY REMOVED W �' A-1 Scale: 1/4"=1'-0" A-? Scale: 1/4"=1'0" HATCHED AREA' Pr 2 Proposed 2nd Floor Deck 0 2 4 8 TO BE REMOVED 0 2 4 g A-? Scale: 1/4"=1'-0, low ■ — 0 2 4 8 . -7 I 1 21-in AFG I Sf'EGIAL NOTE: � Z UNIT-32-32 HAS TWO ( j AREAS c o" WHERE THE TRI M AyDiOR SIDING Q LL i IS ROTTED (SE0M =e o aU Zf -t2 THE CONTRACTOR iS TO REMOVE o c Cao ' ' THE-TRIMAND SIDING SO AS TO U o - ALLOW AN OBSERVATION O= THESE AREAS c ?� THEN CALL THE ENGINEER AND O DETERMINE A. , :X o BOTTOM OF DOOR CORNER I S ROTTED y, CONTRACTOR TO OPEN UP o TRIM IS ROTTED CALL&MEET WITH ENGINEER CONTRACTOR TO---\-----1 AND FIX — OPEN UP- CALL&MEET WITH ENGINEER o AND FIX i ! � r • ° J �✓ 24'-0" c voy � PRIVACY WALL C._ .0 tr ' SEE REPAIR DETAIL o 0 0��oDo>w o OWO000.0 CNS (OL 14 -Ev OE ^, OY O O•C-C CAUTIONII ., o�c o v s°c> w p} GAS LINE NEEDS-' o (n33i.41+'N T00 O_ a05 TO BE MAINTAINED r r w °wL v v cit a o c O— ..�' :I Z.- N r7 t - �%ta04allose%(" \\�-30-in AFG, bI%� � el� 20-inAFG 1 11'-2" / 700'0 If-1011 � �4,s� - 114" � 1A�,q79 . 05 n soExi tin 1st Floor DeckUh i P Pa.PA�..aPl.�`t (k.JLx-1 r - _ 64,p 'a d N OL 2 4 8 �W o DEC 09 20 ) m � �-00 a � O d -a 0 +'U C 11 OIC +�i � :P . `TOWN OF QUBFNSBURY d `" `" ° ° v�'° v`4 13UIL.DING& CODES d � � � -C 3 L L °> tA L Ol +P i 0 0 L 0 0 ins a, +1 } mom} The Client, Top of the World Condo Association, has requested that the first-floor decks be 0 *'o a d C v 3 C - - S 0 0 0 O S a, - F- O 0.70 +' U E ZCJ -Pz eliminated from the Engineers, , Engineering America Company, drawings and not included in the construction documents submitted for a building permit.The original drawings were DRAWN gy developed based on the original need to replace both the first and second floor decks on Units DATE 7,'27,'6nd 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 winds 6-0057-v32 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 P>fans cause of action of any nature against the Engineer, its officers, employees, agents, or r subconsultants, which may arise out of or in connection with this Project scope change or the Unit 32 A-1 performance by any of the parties above-named of the services under this Agreement. Scale: 1/4"= 1'-0" , a BY REVISION GY Rev 1 11-7-16 -;' Removed 1 sr Flr Dk Hev 2 12-1-16 GY Changes per Bl 2 co LO w o cc O C\ NOTE. (4) SIMPSON HOLD DOWNS TO G BE INSTALLED ('1) ON EACH END AND THE LEDGER BOARD OTHER 2 EQUALLY SPACED SEE DETAIL 22-A6 SEE DETAIL FOR DOWN SPOUT FRAMING w SIMPSON OR EQUAL SIMPSON OR EQUAL SIMPSON OR EQUAL I Y I Y i I Y 1 SIMPSON OR EQUAL HOLD DOWN HOLD DOWN HOLD DOWN HOLD DOWN SEE DETAIL SEE DETAIL SEE DETAIL � SEE DETAIL \ c� tilt ------. .7 , It IY 11 T � w ' b BEAM: S 12x 4x L 2, OR T V) W LAGS INTO , 12'5'12°, 12"�12"�-16°�-16"-, TS 4x 4x 4" OLMANIZED(2)24-in MICROLLAM LOCATE INSIDE SEE NOTE SELO OR L PRIVACY WALL SEE DETAIL { TS 4x 4x a �� � PRIVACY WALL A GIRDER TRUSS(SEE G.T.NOTE BELOV1� STUDS-----, -21-A6 FOR r� SEE DETAIL MISSING VENTS �-+� o ° Co C �_ Z DOUBLE SPECIAL NOTE: SPECIAL G.T.NOTE, �� END JOIST DOUBLE IF USING A MICROLLAM BEAM IF A GIRDER TRUSS IS USED Upper Deck Beam IT CANNOT BE WRAPPED IN IT SHALL BE DESIGNED FOR r END JOIST DA-2 ph' TYVF-K, PLAS7IC, ORANYOTHER A MAXIMUM DEFLECTION OF Scale: 1/4"=V-0" MATERIAL OTHER THAN THE ?/3-in UNDER FULL LOAD CEDAR SIDING CONDITIONS. CONTRACTOR TO 2x8 PT FJ PROVIDE MFGR CERTIFICATION Fr-2 Upper Deck Framing Plan ?6-in oc o 2 4 8 FOR THIS CONDITION. A-2 Scale: ?/4"=1'0" �(2) 2x10 RIM BOARD 0 2 4 8 SEE DETAIL r + v " � o o -W u 15 ��VutVc�v— optQ U cn LO W a��Nvc rna v u v) _ - - �' � Z uWNuc V.`- 3N`v �a . - - - - 18 in DIA ELEPHANT FOOT ¢ o OR 16x16x10"PAD W u 18-in DIA ELEPHANT FOOT Q o °o^"�° a c NQ UNDER SONOTUBE W u oN o v c-u o °° -a UNDER v OR ?6x16x?0 PAD" 2" oY'u vgc n vvi°c Q 1 UNDER SONOTUBE1 � 1 v��c S v so o�> a *' w aaavLuv ctta oc 12-in SONOTUBE 12-in SONOTUBE z�z�n a- o��o Mw TO MIN. 48-in BFG TO MIN. 48 in BFG 24'-2" jH'�49§0A14H9d d _ B 9 rY FIELD VERIFY - 9` ^ Fan Foundation Plan d A-2 Scale 1/4"=V-0" CLQ"�7 ,11 ., 0 2 4 ' 8 _ � •d. fir Iv a- � • IS � ci 41 W 41 _ - - O O Qj 41 Qi +' >- Qi W>- bi DRAWN gy DATE August 26, 2016 I ' PROJECT NO. 100% Drawings 16-0057-U32 For Construction SHEET.NO. Foundation & Framing F'Ians Unit 32 A-2 Scale: 1/4" j i BY REVISION NOTES: Rev 1 11-7-16 GY Removed 1 st Flr Dk Rev 2 12-7--16 SPECIAL NOTES: 1. Should the project become delayed for any reason, and GY Changes per Bl / 1. Contractor shall walk through each unit that will be the time between the beginning of the project and the date ry u I u I o l u I_ u i u- I_ J_ _i I 1 1 1 1 1 1 1 1 receiving a new decks and observe and cracks or other 1 1 1 1 1 1 1 1 1 1 1 1 1 -I I I_ I I-- r- -i I I I i I I I I I I i .1 g O stamped by the Engineer exceed one (1)year the plans 1 I I I I I ry I u I u I o I I ry n l i- 1 1 1 1 1 1 1 1 1 imperfections. The Contractor shall be accompanied on 1 1 1 1 1 1 1 1 1 1 1 1 � � � � ► � I � � � � must be reviewed for NYS Cade changes by a licensed I I I I u I u I u I u I u I n I i I I I I I I I I I this walk through by the Owners representative. Photos NYS Engineer or Architect prior to beginning construction. J - • - - - - - . • - - - and notes will be taken and made part of the Construction 2. All construction shall comply with the 2015 Residential 1 _ Documents. Code of New York State and the Energy.Conservation t 2, The Contractor, with the Owner's representative present, Construction Code of New York State. shall observe and examine the existing rim boards (not the 3. The contractrjr/owner shall comply with all laws, rules and ledger boards) for both the first floor deck and the second ' floor deck. If they are deemed 'unacceptable'by both the ordinances of any public authority bearing on the C performance of the work. Contractor and the Owner's representative, they shall be 4. The contractor is solely responsible for all construction . - ' - removed and replaced prior to beginning construction of he means, methods, techniques, sequences and procedures decks. and for the coordination of all portions of work. 5. The Engineer is not responsible and is to be held harmless - - - -------- ----------- by the owner from any claim or suit whatsoever, including LO --- --- I all payments or costs involved arising from or alleged toF. cc -- - LO have arisen from the contractor's work to conform to - design intent. 6. All measurements to be job/field verified and advise co o Engineer of any discrepancies prior to proceeding. 7. Drawings not to be scaled from for field work purposes. i 8. All stairs: C a. Max rise 8 X" z I i , b. Min run 9" z c. Nose 1 1/8" w co 1 � Handrail& Guard Notes: I 1. Handrails shall be provided on at least one (1) side of E- w each continuous run of treads or flight with four (4) or �L� --- - ' - _ - - -- ---- - -- - • - more risers � co � - -- - 2. Handrail height, measured vertically from the sloped _ plane adjoining the tread nosing, shall be not less than Cn O 34-inches and not more than :38-inches. ® o 3. Handrails for stairways shall be continuous for the full E q 13'-0" length of the flight, from a point directly above the top 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 EI-w West Elevation 4. Handrail Grip: EI-N a. Type I. Circular cross section shall have an A-3 Scale: 1/4"=i'-o° A-3 scale: 114"=1 0" outside diameter of at least 1-1/4" but not greater than 2 ° 2 4 a ° 2 4 $ 5. Guards shall be located on all porches, balconies, ramps or raised floors located 30-in or more above - grade, 6. Guard height shall be not less than 36-inches. 1 NOTE: 7. Intermediate rails and spindles shall be placed so as NOTE: ° IF TREX DECKING IS USED not t0 pass a sphere 4-inches or greater. IF TREX DECKING 1S USED p HIDDEN FASTENERS �' HIDDEN FASTENERS ARE REQUIRED ARE REQUIRED RAILING DECK TO SLOPE 8"PER F RAILIN DECK TO SLOPE e' PER F- TYPE T.B.D. /- AWAY FROM HOUSE SEE SPECS / AWAY FROM HOUSE P OST C 2x8 P.T.BLOCKING 2x8 P.T. BLOCKING DECKING � M General assign Criteria ,p G N CANTILEVER DECKING _._ N CANTILEVER TYPE T.B.D. FLASHING FLASHING �. O VER BEAM TYPE T.B.D. M OVER BEAM SEE DETAIL 7 „ SEE DETAIL 7 :F _ SEE SPECS _ 1. Seismic desl n cate or -C SEE SPECS 8'3 � g g y . s_ 3x1"SLEEPERS HANGER 3x 1 SLEEPERS =--�,` ,v, v 1 . 1- HANGER -2 g p Y- O Concrete weatherin robablllt Severe � 3 I SEE DETAIL 7 3. Design wind speed - 115 mph Z I SEE DETAIL 7 __ 9 p p OR MOD.BIT ROOFING RUBBER OR MOD.BIT ROOFING `\�\� I I I I 1 -il 1 I I I I I II \ I 2x8 P.T.LEDGER 1 I A h I 1 - I - 1- I_ i n 1I •,2x8 P.T.LEDGER 1 - - ''-----_' � 4:--Design ground snow load 60 psf FASTEN PER DETAIL 6 3"PLY OR OSB FASTEN PER DETAIL 6 x . Q ��+ 5. ermite infestation -Slight to moderate 1„PLY OR OSB --- a g 4 DECKING 2zi�u P.T. `6. :ca probability Slight to moderate DECKING u _ Y p Y- g tJ `�3 -t2 RIM 8. .ARD - G - DBL 2x8 BLOCKING - _. 7. Exposure category B N C _- s o / t 8. Wind-borne region - No � BETWEEN FJ 1 3 A RAILING POST U N T - LOCATIONS 2nd FLR BEAM SIMPSON OR SIMPSON OR' 4 TS 12x 4x!",OR EQUAL NOLDDOWN L Genera(Desi CJla"Loads EQUAL HOLDDOWN „ ICROLLAM SE DETAIL 7 '" Q WOLMANIZED 2 24 M E T ( ) �,. 2nd FLR BEAM SEE DETAIL 7 OR GIRDER TRUSS 2x8 P.T.DECK JOIST Deck for Load 60-psf live' load plus dead load p Z2x8 P.T.DECK JOIST , 6-in oc TS 12x 4x 2'OR 16-In oci 1 WOLMANiZED(2) 24"MICROLLAM EVEN WiTHBOTTOM EVEN WITH BOTTOM OR GIRDER TRUSS OF EXISTING HOUSE FJ EXISTING HOUSE FJ OF EX O Common Specifications: I. All lumber shall be SPF#2 or better, "and be pressure . treated as follows: a. Posts that maybe in contact with ground- UC38 b. Joists and beams that may in contact with j ground- UC4A J 2 2"d Flo I - e -cannot Floor Deck Laminated Beam wolmaniz d c t be site treated o 3, All concrete shall be 3500-PSI 28-day strength. n2a x . 4. All tube steel shall be 50,000-psi a. All other steel can be 36,000-psi °N 5 " 5. All joist hangers shall be Simpson GMAX or Simpson oWo ocn stainless steel unless otherwise approved by the Design o � o _ N � �aL Q EXISTING 1sf FLOOR DECK ; EXISTING Is(FLOOR DECK g o n v a� Engineer. o�o o SEE WAIVER SHEET A-1 SEE WAIVER SHEET A 1-� 6. All hanger fasteners must be hot dipped galvanized (for v}��� 0 N o use with GMAX hangers) or stainless (for use with N 6i.cn 3..i v o m a as Lo �ow�u� E CL o� stainless hangers). 1-.�z-i o_ o,.. o �W O- 7. Simpson holddowns, DTT1 Z, shall be installed at locations z� N ' " on both lower and upper decks as shown on the drawings. �ga$��a�uaararr�r 8. All hangers must be installed in accordance with �v °vd Manufacturer's specifications for use with pressure treated , ''�� �©a3 Y4� lumber. '® � M A , a. NOTE-the specific hangers may be different (Z � V . p g Y VP based on the preservative used and the , o verify and Contractor t r e Category. ant a d reservativ „ Y g rY• a submit cut sheets or lumber end tags-far the lumber and the hangers- to Design Engineer prior to construction. r rr vi Icv 9. Flashing cannot be aluminum -must be a material ° " compatible with the pressure treated preservative used. v UV1 U W S O a Abbreviations: �_ - +1 i U 1 4 UI N d O x N O N In 0 i' N + C5 -U1 N S 3 i i >'Ift i P.T. - Pressure Treated °' N fU UI +' i 0 0 i N 0 BFG - Below finished Grade v +'o e e C w � C v � T.B.D. - To Be Detennined s 0 i i s O v v o s v ' F-• o ate++ u := zv +•z DRAWN gy DATE August 26, 2016 PROJECT NO. a Section 3 - Thru Railing Posts OA-3 Section 7 100% DraWingS 16-0057-U32 S3 � , A-3 Scale: 1/2"=1'-0" Scale: 1/2"=V-0" For Construction SHEET N0. 0 1 2 4 ° 1 2 4 Elevations, Sections, � Notes ■ - Unit 32 A-3 Scale: 1/4"= 1'-0" 1 q I BY REVISION 2' Rev 1 11-7-16 GY Removed 1 st Flr Dk 4i ' - - . ' �� :•a ? �. � ~�g v. GY Rev 2 12-7-16 .. ,_ Chanqes per BI f CENTER ROW• ~ j CENTER OF BEAM COd-3"BOX NAIL BEAM EITHER (1), OR(2)PLY BEAM " DO NOT USE FOR , N [3) OR(4)PLY BEAMS 0 0 0 0 a 0 0 0 0/-6"-"2"TYP-✓ o(2)z J ' 0 0 0 0 0 THROUGH BOLTS ' WITH WASHERS O O O O O O O O 0 0 0 - .. BEAM MUST REST FULLY ON POST j 9-A4 Microlam Beam Assembly Detail F P.T. 6x6--Z C7 Scale:N.T.S. TYP.POST ( L TYPICAL POST � AT SPLICE NOT ALLOWED c �.� C\1 �O 5-A4 Beam to Post Connection - I & 2 Ply Wood Beams Scale:N.T.S. GALVANIZED LAG BOLTS .1 >=3"LONG-PREDRILL STEEL a 2x6 PRESSURE TREATED LEDGER FASTENED TO BEAM ----FLOOR JOIST SITS ON W 3"-1` 24"TYP-,' TOP-SEE DETAIL L- J\ T. 2x6 Q --TUBE BEAM r�..� C) �. O TUBE METAL BEAM / b-� E— ENDS SEALED -�`v-�TS 4x 4x 4" �► PRIMED ATTACH WITH 2'GALVANIZED 3 i„ FOR ANCHOR/LEVELING b•�d . R STAINLESS LAG SCREWS q DlA ANCHOR/LEVELING:! 8x 8x 2 STEEL PLATE BOLTS TaWp•✓� AS SHOWN BOLTS(4) TYP WELDED TO POST _ N ` TS 4x 4x 4„POST 9-T Steal Beam Top Plate DetailCO d GROUTAFTER �°`�` Scale:N.T.S. ° 12"-10 0 I LEVELING p 8x 8x Z" 2" 2"—>' ■ - " STEEL PLATE ¢fo 0 o MIN. 4-in EMBED 0 ❑ ti r- �­STAGGERFASTERNERS 12 in SONOTUBE 1 0 0 w/(4)#4 VERTICAL REBAR IN 2 ROWS AS SHOWN 2"SONOTUBE AND#3 REBAR TIES s-A4 Ledger Attachment To House AT 12"oc 1 Scale:N.T.S. 2-A4 Steel Post to Sonotube Connection - ---Scale:N.T.S. 10x 4x 4„TUBE ; STEEL BEAM r x-10"--” POST CAP H- 10"L-4-1/8"CLEAR INSIDE Q Q"STEEL,` O o U r� x 0 0 Q 4 CAP WELDED X14)1"THRU BOLTS ',• �, WITH KIAShERS ----TO POST-4'WELD--�' v U -o ALL AROUND CO �`4x 4x 4"STEEL �a- POST PRIMED Q --�— —►fir— 04 NON-CORROSIVE FLASHING s NON CORROSIVEFLASHING MIN. 6-in ABOVE HOUSE FLOOR k MIN. 6-in ABOVE HOUSE FLOOR / SEE DRAWING FOR LENGTH M LASHING MIN. 6-in OUT FROM HOUSE'r LASHING MIN. 6-in OUT FROM HOUSE .�--16„-� C Q 4- 11-8 A4 Tube Steel Beam to Steel COI umn Connection 'Detail LEDGER-SEE DETAIL 6-A4 — LEDGER SEE DETAIL 6 A4 SIMPSON LUS8 OR EQUAL — SIMPSO Q N LUS8 OR EQUAL Scale:N.T.S. ” 1 GMAX OR STAINLESS HANGER ' �GNIAX.OR STAINLESS HANGER J N i J O r q i ii I ECK JOIST Q 4 i n s i ECK JOIST 4- 2)#4 REBAR Q (2) 24"ML BEAM I , WOLMANIZED . �_6-SD#9x 1-1/2"SCREWS �_6-SD#9x 1-1/2"SCREWS �- OR 8-10Dx1-1/2"NAILS OR 8-10Dx1-1/2"NAILS 3-A4 End of Stair Pad Detail OWN 0 SIMPSON DTT1Z HOLDD f—�6„-- IMPSON DTT1 Z HOLDDOWN OR EQUAL � R EQUAL Scale.N.T.S. CONCRETE L BE 3 POST CAP FOUNDATION OR DG LAG WITH HDG WASHER 8„ NOTE: 2”/-7-.--42"—,2'? 16"H- 16%-3-5/8"CLEAR INSIDE HOUSE WALL 3-in PENETRATION INTO SI FOUNDATIONHOUSE WAR _ HDG LAG WITH HDG WASHER E SHAL 500-psi I -4"STEEL �' _�� TOP PLATE, OR-in PENETRA STUD SILL, o TOP PLATE, OR STUD \ <JP j o^ CAP WELDED € 14)2"THRUBQLTS At Holddown Joist Locations At Joists Without Holddowns o �0 `\_ �„ _�� WITH WASHERS CLvv�s c ti N ----TOPOSTWELD va c�00 -0v� o oo�>,orn vvm ALL AROUND --,_4x 4x 4"STEEL 7-A4 Joist Attachment to House Ledger _ POST PRIMED pw^o y N -0 a �— �— Scale:N.T.S. o v",._ C_yN c,:5 __C cn ?. CL £ tv v O Q vv4 OC-6 w L v_o ®v rn o >• OY•U o•3 C D. N QCT- L - >�N O 7-O O� N 11A-A4 Microllam to Steel Column Connection Detail 0 0 >v v o• am w vvw�uu cr 0 oc F.�zw fl...,v- p,,..v -Uw Scale:N.T.S. a o Z— N M 10d TREADED NAIL OR ; 5r" 10 WOOD SCREW 2-112"LONG ate' °-mnO°°° {�+ NOMINAL 24 in TYP-- I N 2 RO WS } GIRDER TRUSS N,' 'r�o7/ _ PO S T CAP i 2",,.... f2"! 16"H- 16"L- 'XX"CLEAR INSIDE 1-'16 TYPE o°oo �r STEEL-SEE TRUSS MFGR a TRUSS DETAIL FOR WIDTH USE THIS OPTION FOR USE THIS OPTION ��'� '� �°�a���1 o ® € ALL FJ-BEAM - OR ALL FJ-,LEDGER s �a�, fes' n€0`Z 0 ` CONNECTIONS 3 y £ m CONNECTIONS 4-A4 Wood Beam Assembly Detail : v d v J4 i„THRU BOLTS - a i a ` o o CAP WELDED € �--( )2 Scale:N.T.S. m o o d � v Uo e N -'---TO POST-4"WELD WITH WASHERS O1di'4 o u � o ALL AROUND °- °�_(6) 10d NAILS d oa, o d '+' v�'"+' c,:`" �4x 4x 4"STEEL ,� INTO HEADER v o, of UP s o o s> v o SIMPSON OR EQUAL ._ m a, U Y d ._ Y POST PRIMED H1 OR H5 HURRICANE TIE _ w_ SEE NOTES BELOW <��(4) 1Od NAILS a s m e +1 r w 0 r -P 4. 3 i-' UI +� Ln INTO JOIST v odd 0 m i s C � S 4- S. i S O N N O S v SIMPSON OR EQUAL DRAWN gy 11 C-A4 Girder Truss to Steel Column Connection Detail US28 HANGER SEE NOTES DATE Scale:N.TS. 8_A4 Joist to Beam/Ledger Connect Detail August 26, 2016 PROJECT NO. Scale:N.T.S. NOTES: 1.Hangers shah be ZMAXh0t-dipped galvanized 100% Drawings 16-0057-U32 connectors n /�^► r� 2. Fasteners(nails)shall be either: For Construction --Mechanical galvanized Quick Guard, or SHEET NO. --Hot dipped galvanized 3.All holes in hanger must be filled Details Unit 32 A-4 Scale: 1/4"= 1'-0" r a BY REVISION GY Rev 1 11-7-16 i Removed 1 st Flr Dk I Rev 2 12-/-16 GY Chanqes per BI . OST/COLUMN DRILL&FASTEN WITH MITERED JOINTS /-BEAM rPAINTING AULKED BEFORE � DECK SELF TAPPING #10-1"LONG /STAINING TOP OF SONOTUBE DECK JOIST 2x8 P.T. �JOI ST @ CL @ 24 in oc BLOCK 1x CEDAR —GLUE& SCREW TO STEEL POST .....: :;! i—GRADE (2) 8d GALVANIZED (3) TYP- 8d GALVANIZED NAILS NAILS BLOCK TO BEAM PREDRILL WOOD TO a"DEPTH �j,�j,�j,�/,�/\.•.:f /.,/ .,�.,�,�.,� �{ o FILL WITH WOOD PUTTY %/\/j\/j\/x x r 2x8 BLOCK AFTER SCREW INSERTED \\j/\\j/\\j/\\j/\�. : :.' ::'•;•.i\\/\\/\\/\\%\\\/\\\% 3 8d GALVANI ZED 4x4 STEEL COLUMN /� NAILS-SEE OTHER DETAIL DECK PRIMED \\/\\\/\\\�\//\ %\ \ / /\ /\� co / T \��T\�/\/\ LO BEAM JOIST -a u7 Cedar Covering of Steel Posts 14A5 g �--� 0 co scale:N.T.s. 12-A5 Top of Sonotube To Grade `� w Scale:N.T.S. : z 17A5 Blocking Over Beam � � Scale:N.T.S. cl V Ci W ;. Cf) F4 P.T. 2x6 TOP PLATE - (3)#4 REBAR H 4-in REVEAL CEDAR PINS-EQUALLY SPACED Z RAILING POST (6) 8d GALVANIZED NAILS SIDING MATCH HOUSE -.- ... 3 FROM ONE SIDE - 3-FROM THE OTHER 2x1 PURLINS @ 24 in oc SONOTUBE LLUE& SHOOT OR EDGER TO ° ° LUE& SCREW TO BEAM ccs HOUSE RIM BOARD ' , a �-DECK JOIST / o ,/ L #4 REBAR TO STICK BE GUTTER / UP INTO SO MINv4 in�\��` DOWNSPOUT DECK JOIST _ J L 2x1 PURLIN ENTIRE All SIMPSON OR EQUAL DBL BLOCKING-INSTALL =CREWBOTTOM M FRAME AROUND DOWNSPOUT L HUSC28-2 HANGER BEFORE RIM BOARD TO SIMPSON OR EQUAL HUSC28 2 �. DRILL BEDROCK�w/P.T 2x6s TOENAILED WITH GMAX OR STAINLESS GET NAILS THRUHANGER ANGER EACH SIDE OF DRILL&FASTEN WITH EPDXY#4 REBAR8d GALVANIZED NAILS INTOBLOCKING �� _/ MIN 4-in INTO BEDROCK DECK JOISTS INSTALL BEFORE RIM BOARD INTO BLOCKING SELF TAPPING #10-1 LONG DBL END JOIST @ CL @ 24-in oc CEDAR PLATE TO STEEL BEAM PREDRILL WOOD TO 4"DEPTH 22A6 Framing Around Gutter Downspout 1 sA5 Blocking Under Railing Posts FILL WITH WOOD -� 13A5 Sonotube to Bedrock Detail AFTER SCREW INSERTED Scale:N.T.S, Scale:N.T.S. MATCH BEAM WIDTH Scale:N.T.S. 15A5 Cedar Covering of Steel Beam o Scale:N.T.S. co czt " x O N U N ECKINGOr � M MODIFIED BITUMEN PLACE LAG SCREW 2x1 SLEEPERS _,. ROOFING OR RUBBER _ OMINALLY CENTER ROOFING rOF DECK JOIST PLY OR OSB NOTE: DECKING PRIVACYWALL_� DO NOT WRAP MICROLLAM '—DECK JOIST SHEATHING BEAM 1N PLASTIC, ItL O - TYVEK OR ANYTHING PRI VACY WALL_� e"x 5"GALVANIZED STUDS @ 16 in cc LAG SCREW 4 PRE-DRILL w/� "BIT 22-A6 DeckSealing' e (3)EVENLY SPACE 2x1"PURLINS ALONG WALL 24-in cc ' Scale:N.T.S. -NAIL TO ML BL END FJ L 4-in REVEAL CEDAR T DBL End Joist Attach to Privac`, Wall SIDING 1 QA5 ! /'/`MATCH HOUSE IRDER TRUSS o o >o a, o m v>v Scale:N.T. S. BUN,—, Nv � o o Ngo omg"0 o 2X1 PURLIN ENTIRE MINIMUM 1/2"PLY OR OSB owoo`o( o C N�'°' ca c ENGTH OF BEAM ON EACH SIDE OF G.T. o ar`y. o_Q.S:5, OE BOTH SIDES o�avrnvo �o�n 8a ?. s o f N O (n! -C N DRILL&FASTEN WITH a}c'a°�� m ami o C ELF TAPPING #16- 1 LONG -CEDAR SIDING 6i N 3 i OLa #' t '/ W ooa)�o� cs a oc @ CL,@ 24-in do wcaw PREDRILL WOOD TO 4"DEPTH o� N FILL WITH WOOD PUTTY J ' AFTERSCREWINSERTED �p��3 � ��$ 9�d�J�d�� CEDAR COVER BOTTOM MATCH WIDTH OF BEAM OF G.T. J +j 2x8 DECK JOIST 16A5 Cedar Covering of Microllam Beam 15a-A5 Cedar Covering of Girder Truss Scale:N.T.S. c >G �� t \ Scale:N.T.S. ` (3) 10d GALVANIZED I r\ NAILS--'-,,, 9 .. ®�'_' - _ .. .- N+„''fit" n..�... PT�,•4`.'N i N 2x 10P.T.��� d s uS U-Pw�U RIM BOARD U o a o ar 41 N d O X o O 20-A5 Rim Board to End of Joists v W ul Ln 041 s o o i v o N +' ai i- 'iS D N U Y d Y Scale:N.T.S. a �o0dC�a, iCa, � s4 s is o a, o, os a, F o CL DRAWN u Ezv +>z DRAWN gy DATE August 26, 2016 PROJECT NO. 100% Drawings 6-0057-v32 For Construction SHEET NO. Deck Plans Unit 32 A_5 Scale: 1/4"= 1'-0„ • C - BY I REVISION .. t GY Rev 1 11-7-16 Removed 1 st Flr Dk Rev 2 12-7-16 GY Changes oerBI SHINGLES TO MATCHHOUSE 15#FELT ~ MATCH ROOF Z"PLY SHEATHING PITCH 2x6 RR-MATCH PITCH MATCH FASCIA �. SINGLE TOP PLATE % TO EXISTING ��- � DBL 2x6 MATCH NOMINAL MATCH INSIDE � � LL AGAINST HOUSE LO .z 3-in CORNER TRIM-�. --CORNER TRIM TO HOUSE ( /`� C) O i i / WITH EXISTING � ° i / SIMPSON OR EQUAL (1) 2x6 @ 24"cc VERTICALLY W W i 2x6 STUD ��oC i co ° METAL BRACING,_ BETWEEN STUDS = Z @ i �7 co 0 ONE SIDE ONLY ABOVE BEAM LINE OF 2nd FLOOR � o DECK LOCATION OFA-C - - = - - - - - - - C - - - - - - - - - i Z r 2nd FLOOR DECKcl -- ' • BEAM ,,, —DBL 2x6 PLATE t,£;n BEAM--"" o TS 12x 4x z"or�_ i F-+ z (2) 1-3/4 x 24"MICROLLAM i i P--, DBL 2X6 y AGAINST HOUSE NAIL TO HOUSE I SIMPSON OR EQUAL METAL BRACING--,_ 2x6 STUD i i <C 04 ONE SIDE ONLY -''—@ 16-in oc i w E-• 2, SEE DETAIL P1-A7A " b� c� 0 z o ELINE OF 1st FLOOR "x 10"THRU BOLT DECK z 12-in SONOTUBE °� 0 24"cc VERTICALLY SIMPSON HUCD610 SDS i i START 6-in FROM BOTTOM \ OR EQUAL GMAX OR �� "- ,r STAINLESS HANGER L - - - - - - - - - - - - 4 TS 4x 4x 2° `2x6 TOP PLATE ___ SEE DETAIL 14-A-5— __ T. 2x6 B O TTOM PLATE AND DETAIL 2-A4 2)2x10 BOXBEAM #4 REBAR 3-in LEG IN PAD MIN. 6 in EXTEND INTO SONOTUBE 12-in SONO TUBE y/' SR EQUAL GM, TO MIN 48-in BFG R EQUAL GM tX OR STAINLESS HA.VGER 18-in DIA ELEPHANT FOOT I 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 16x16x11"PAD UNDER SONOTUBES SONOTUBES SONOTUSES SONOTUBES f Privacy Wall Sheathing P_er Pnvacy Privacy Wall Framing Privacy Wall Elevat P-Sh Y g Wall Bracing P-Fr Y g P-Fr Y ion Sonofube Detail - .._ A-� Scale: l/4"=1'-0" 4 A-7 Scale: 1/4"=1'-0" A-7, Scale: 1/4"=1'-0" ST a A-7 Scale: 1/4 - 1'-0" A-7 Scale: 1/4"=1'-0" 0 2x6 sru0 CO (2)2x6 STUD ON WAL Q U PLY OR OSB SHEATHING N (U 1 MATCH EDGE M x TYVEK WRAP J - TS 4x 4x 2"COLUMN O f Y WAL PLY/OSB SHF_ATHING 4-in HORIZONTAL CEDAR Z"SHEATHING IN PRIVAC SILICON CAULK TO FIT WITHIN 1/8-in OF f �,�SIDING AROUND JOIST-BEAM BEAM-WILL BE REJECT TED NG LARGER 2x6 STUD Q INTERFACE f SILICON CAULK BETWEEN MATCH EDGE BEAM AND SHEATHING WITH TS ON ° . ONE SIDE �... f ADD PEAL& STICK DRILL OUT SHEATHING I FLASHING TO BOTH P_3 Typical Pnvacy Wall Construction TOFITAROUNDBOLT x10"THRU80LT SIDES OF BEAM& A-7 Scale: 1/4"=1'-0" SPACE @ 24-in oc " ACROSS TOP OF BEAM VERTICALY AT WALL PENETRATION `� 2nd ROUND OF SILICON - -CAULK BETWEEN BEAM AND CEDAR SIDING ` J — -a TS - Wood Stud Connection >� c A-7 Scale: 114" ,1'-0" 2x6 STUD �t aWo a�°a .'(n �v OF P_5 Typical Sealing Around Beam 2"PLY OR OSB SHEATHING II ' Q 1 EXTEND BACK FLASHING °s v°3,n o w I N CC NUO � A-7 Scale; 1/4"=1'-0" TYVEK WRAP 1�T0 16 in AFD °> � °�0 AULK BETWEEN FLASHINGS _ l W U°0t U U C� Q O AP FLASHING G OWO 4-in HORIZONTAL CEDAR SIDING WHERE INSIDE WA \ t �-DECKING �p�Otltl�1149drltlad TS 4x 4x POST EXTEND BACK FLASHING INSIDE WAL7 L, l TO 3-4"BELOW DBL END JOIST --� SIMPSON HUCD610••SDS INSIDE WAH 1 =� (2)2x6 . 2X6 TOP AOR EQUAL GMAX OR PLATE`S :� > r ISTAINLESS HANGER a OUTSIDE-(1)2x6 :. P Typical Privacy Wall Flashing 4 . Ad a I) Al ��°-4- -4 '� �1T "ean u� fiC'"4' (2) 2x10 A-7 Scale: 114 =1'-0" v a a v e a tl S L 3 S a 0 - - _ - O) L U U 0-0 a O a SIMPSON NUCD610-SDS O1� �' U -P +' GMAX OR STAINLESS HANGER 2x6 PT BOTTOM d �" �^ d v`�'-+°-, v`�' OR EQUAL=BOTH ENDS PLATE a°, a N LA s o o s � o LA s a � +° r aa >_ -P(. 3 -P Un +1 W { f oo.-0++ UEZU41Z S (+- L L S O a a O S a STEEL COLUMN PRIMED AND PAINTED[2 COATS] DRAWN gy WHERE EXPOSED DATE August 26, 2016 PROJECT NO. P-2 Bottom Privacy Wall Beam .100% Dra win S 9 16-0057-U32 A-7 Scale: 114"=V--0" For Construction . SHEET NO. Privacy Wall Plans Unit 32 A-6 Scale: 1/4"= 1'-0" {