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