Division ofz Zoning and Development Review Cityo ofPittsburgh, Department of City Planning  200 Ross Street, Third Floor Pittsburgh, Pennsylvania 15219  HISTORIC REVIEW COMMISSION OF PITTSBURGH Application for a Certificate of Appropriateness Completed applications must be received at least STAFF USE ONLY:  DEADLINE: hearing is required FEE SCHEDULE: See attached. Please make check payable to: Treasurer, City of Pittsburgh. ADDRESS OF PROPERTY:  131 working days priort toi thel HRCI hearing, when a  DATEI RECEIVED: LOT AND. BLOCK NUMBER: WARD: FEEPAID: DISTRICT:  1577 Buena Vista Str Mexicao Wac Streets  Pittsbucgh, PA ISZIZ Chishing m. Berzite NAME: Daniel ATSE Pitisburgh, PA ISZIZ PHONE: 954-993-4588 EMAIL: aeae3egnail.cem REQUIRED ATTACHMENTS: f Drawings  Photographs DETAILED DESCRIPTION OF PROPOSED PROJECT:  Expansion  OWNER:  APPLICANT:  NAME: Qoakec state Construction  ADDRESS: 1517 Buena Vista Str ADDRESS 8 Logan Stceet  Carnegie, PA ISlo6 PHONE: 412-276-3367 EMAIL: eteny@ipuakarsiate censtrvtion-com  Renderings  Site Plan  Other  Extend existing I6X 12' deck an altionalzxiz onone Side,ceplace bean, a add stairs OWNER: Dwtlendeyde  DATE: 3-aa-2oa4 APPLICANT: Sseny Pl-asc DATE 3-22-2024  SIGNATURES:    03/12/2024    Google Earth 02024 Googe  5.86ft    CAMEO WAY-20  N12 30'w 2.0:00  Losc. PARKING PAP  Vak GRK. GAR.  N/F 5YOHE 7.3-3-31 STONE SALL FeNCE 6 ToP wbop PORGH NEW  13-3-34  23-3-29 N/L Ksl!  WEA ALGISTERED PROFESSIHAL HENRY J. MARTONE LAKD SUREENDA E423-5  Stairs  Deck heightis 8.5'fect  DECK L 1Z 2-5T4- FRAME 32. BRICK. DWELLNG DwLG.  NEW 2'x12 Deck exfension Declaration ts made 1o biginai purchaser, of this survey. isnot transierablet toia aodional istrluons: ors subsequent owners.  3-STY  *1515 ATHisus CoNC. STeR6 cuRB  "15n7  #1519 Ar LiNE  12030E KR0B.  140'T AELINGTAN ANE NOw ARMADALÈ'AVE  BUENA VISTA ST 50  REF. D.3-4 10758 PG-41  NoTe HousE. FOLAPED PROPERTI GORNERS  PLAN OF SURVEY  H.J.MARTONE  02007  ENGINEERING & SURVEYING COMPANY 206 First Street- Pittsburgh, PA: 15215 Phone 412-781-5908 Fax 412-781-8560 DWN. BY: CKD. BY: DATE: SCALE:  SITUATE IN: PREPARED FOR:  RSTH-WARD CITI DF PITTSISURGH, ALLEOHENy COUNTY PA- FEANK TALLARICO  i JOB NO. F6by  D.M, 5-15-02 1"-20- SHEET  DWG. NO. Flp659  OF - 1    16'-0"  CMELELLLLELRARELELLLyLA  max. deck height is 8-6 above grade  existing 2"x8 8" joists @ 16" 0.c.  12-0"  REMOVE existing beam  Framing shall comply with IRC2018 Deck Design Criteria: 40 psfl live load 10 psf dead load 30 psf ground snow load 90 mph, 3 sec, exposure "C" Lumber: No.1 grade treated southern pine  existing- block retaining walls & concrete steps  REMOVE existing stairs  Existing STAIRS  wind load  WV 4/ REGISTERED PROFESSIOAL JOHNL. SUHRIE  "EXISTING DECK Quaker State Construction scale 1"inch=3'f feet  TSE 1517 Buena Vista Street Pittsburgh, PA 15212  Pgld7     2  0  Framing shall comply with IRC2018 Deck Design Criteria: 40 psfl live load 10 psf dead load 30 psf ground snow load 90 mph, 3 sec, exposure "C" Lumber: No.1 grade treated southern pine  Install NEW 2'x12' Deck extension  wind load  12-0"  Install NEW (2):2"x 10" beam-  Install NEW 2"x8"j joists @ 16"o.c. (in2'x1 12' section)  3-11" span  6'-0" span  6-0" span  Install NEW 6"x6" posts  2'-0"  (N) 2-0"  WEAL REGISTERED PROFESSIONAL JOHN L. SUHRIE ENGINE  Install NEW stairs here  18  NEW STAIRS  BECK MODIFICATION Quaker State Construction scale 1" inch: = 3' feet  AX2x 8 " joists @ 16"o.c. 2"x_ "joists @ "o.c. B2)2'x10 "b beam  D hurricane ties joist hangers  F attach w! ledger lok @ 12" 0.c. stagger G attach w! simpson lateral ties X  2"x_ "beam C K 6"x6"posts X. H  A4Zd7  H flashing    -two 1/2" diameter thrut bolts withy washers  >2.5-  >2"  oo oo  o  --20.75"  beam must bear fully on notch-  typical post  at splice  6"x6" treated post  Grade  DECK POSTS N AL PROFESSIONAL JOHNA SUHRIE EA   3'-0"  -18" dia x8 8" OR 16"x,16"x8"s square concrete footer  P9,347    STAIR DETAIL with aluminum rail posts  0.75" to 1.25" nose which shall not deviate more than 0.38" per allt treads 5  four 2"x4" blocks LS-50 angle plates ons side stringers & LRU26Z  maximum riser 7.75" minimum tread 1 10" -  6'-0" maximum span between posts  Lifr riser is open, a4" sphere cannot pass on sloped interior hangers stringers  -  &%  riser material 1x minimum maximum span! between supports 6'-0"  2-10" minimum from nose  4-0" minimum  6"diam. sphere- cannot pass  4"C diam. sphere- cannot pass  2"x12" 2x stringers lumber @12"o.c.  3447  N PEGISTERED PPOFESS SIONAL JOHN ASUHRIE NEER 32878 8  : eight 3.5" woodscrews OR 16d threaded nails  two 1/2" diam. thru bolts & washers  2"x4" bearing block 3-0" 12" diam. x 6" concrete footer  4"x4" treated wood posts    Figure 32A. Handrail Mounting Examples. Fastenhandralls per manufaclurer recommendations  e  1min.  -  L-2xblacking 1min, 34-38" ofslalrs, lon typical nosing wall- -guard -corrosion-resislant handrail hardware post MOUNTED1 TO GUARD  handrail  handrail shall return at each end  MOUNTEDTOWALL  Figure 32B. Handrail Grip Size.  1"-22",  36" min. stair width  max. 3  w  NONCIRCULAR CIRCULAR R311.773Typel Perimeter:4"-6!"  RECESSED IR311.7.73Typell Perimeter  Hondrais Shall CUA conlinoously ffom a point directly over Ihe lowest riser to a point dicectly ONRC the highest dser; and shall  ASTEREL PROFESSIONAL JOHN V/SUHRIE GINEER g28287E SYL  return to the  at - eoch end  gaurd  9547    RAILING -Aluminum RDI  REGIST RED PROFESSIONAL JOHNL. SUHRIE ENGINEEA  2x blocking- one eachs side of block  2.5'x2.5-aluminum post with 4.5" base-  under   maximum per manufacturer's specs  3-0"minimum  <4"  -6"x6" blocking under each post  two 4" x0.313" dia RSS fasteners thruj joist on each side of6 6"x6" block  99647    POST BASE CONNECTION Aluminum RDI railing  -2.5"x 2.5" aluminum post with 4.5" base  four 4"x 0.313" dia. RSS fasteners into solid wood block  2x blocking  3.50 P2.50-  two 4"x0.313" dia. RSS fasteners thru joist / blocking on each side  6"x6"wood block  - PROFESSIONAL A JOHN L. SUHRIE  A3707