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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATEFILED: I�l� 2-0ZZ- REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # J L L (A — C-4C5 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 MAR 14 10 (772) 462-1553 St. Lucie County Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION i4i DETAILED DESCRIPTION OF PROJECT � � WC F11IGj REVISIONS: !- E2 l l,$ Q U /Z �1 () — P� E!� &L- D u9 6(? .� F0 2 F'Z)T Ti2i4-FF/ C. (U414 1 FM 9` pp-oPOSC:;h y)-@.F4+.5 ©F Cry sT utT7�� v �Cw�ro n CONTRACTOR INFORMATION: Kcc mfrri r�� L js ov )EX1.5TIWe'j abt) / rJ o,'< l+L Li,C- i STATE of FL REG./CERT. #: C GC,152✓091 3 ST. LUCIE CO CERT. #: BUSINESS NAME: po vtz-p 6 F TR E QUALIFIERS NAME: Vj C ti Or -D 1a- x 0-D A- 1 I r) .- , ADDRESS: `)QW1: EbFzV � 4 *92142 CITY: T L(( ILT STATE: F L- ' ZIP: � ( q PHONE (DAYTIME):'7-7,:�- 4 . 57 FAX: ^773l 4q (o , OWNER/BUILDER INFORMATION: NAME: _� -- ADDRESS: L-), CITY: P-t 1}/l PHONE (DAYTIME: FAX: ARCHITECT/ENGINEERINFORRMATION: C"l COPY NAME: q--r -Il LE 7 F-0 fLk. ES 7 CITY: K 5MI E STATE: L, ZIP: PHONE (DAYTIME): (j°%— FAX: C; tj—r"LUEb% SNC�LO'06.7 ��T�I II 11JS�iau TiO/� fi02C"eP��i2 Fti���fl, v`LCCC:9123109 Revised 06130117' E% STANLEY FORREST ARCHITECT 2567 RIDGEWAY DRIVE KISSIMMEE, FLORIDA 34746 3/11/22 Re: 6105 Indian River Drive Ft. Pierce, Florida Permit #2109-0405 Inspection 2/14/22 Construction rough framing — 3/a"sheathing w/ 6" field nailing, 4" edge nailing (removed and replaced) 3 -2x8 microlams with nailing @ 12" O.C, 3 nails per foot on both sides Note: Footer/foundation for the house are existing. Inspection 2/19/22 Roof dry-in/tin tabs Modified Bitumen Roof system is a for foot traffic. The work observed in both inspections was done in accordance with the 2020 7th Edition FBC. Sincerely, Stanley REVISION RECEIVED PMAI R 5 z^ ! 1 L St. Lucie County Permitting 1 1/4" stainless steel roofing nails 4" O.C.- EDMONDS RES. 6105 INDIAN RIVER DRIVE FT. PIERCE, FL. permit * 2109-0405 0Q 1 1/4" stainless steel roofing nails 4" O.C. li> FLORIDA BUILDING RESIDENTIAL 2020 - R903.2 COPPER FLASHING DETAIL: NOT TO SCALE EDMONDS RES. 6105 INDIAN RIVER DRIVE FT. PIERCE, FL. HOMES BY ABURTON roof pitch 5/12 5 V METAL ROOF COPPER FLASHING 4" DRIP EDGE----, EXISTING 3/4" CDX PLYWOOD INSTALL 3/8" PINE CDX PLYWOOD NAILED W/6D S.S. RIVE SHANK NAILS 6" O.C. 4" O.C. ON SEAMS TO JOISTS 16" O.C. 4" CONC. SLAB W/ FIBER MESH (OR W/ 6x6 10/10) OVER 6M VISO. =1 I CLEAN, COMP TERMITE TREATED FIL TYP. 20" X 20" MONO. FOOTER W/ (3) #5- RODS CONT. 'O G LASSUSA 6r . 27 EXP. 11/07-"/202--*n- 3 FI ROOF S- I STEM NEW DECK POLYGLASS INSTA NEW POLYGLASS SA BASE SHEET, OVER POLY GLASS APP MODIFIED BITUMEN CAP SHEET TO ENTIRE DECK AREA W -111 MIN 19/32" PLYWOOD 32 GA. 1-5/8" INCH DIAMETER TIN CAPS WITH 11 GA. annular RING SHANK NAILS 8" o.c. at min 4" lap and 8" o.c. @ 3 equally spaced , staggered center row SBS-SA, APP - SA -60.0 EXISTING 4X4 STEEL COLUMN 1/2" X 4 LAG BOLTS THRU BOTTOM OF __ COLUMN PLATE INTO HEADER NE Huss Jolsr HANGER REPLACE 2X8 HEADERS (3) New INTO 2X8 HEADE NAILED 16" O.C. W 3 - 3 1/4" GALV NAILS EXISTING 1/2" X 4" LAG BOLTS (4) THRU TOP 2X6X6 DECK STRINGER PLATE OF 4X4w COLUMN INTO (3) 2X8 REPLACED HEADER EXISTING 4X4 STEEL COLUMN 4" CONC. SLAB W/ FIBER MESH OVER 6 MIL VAPOR BARRIER 1/2" X 6w RED HEADS BOLTED. INTO EXISTING SLAB - ALL ORIGINAL 2—STORY BLOCK ON BLOCK TYPICAL WALL SECTION 7/'/98 A 3/4"=1'-0" :3JA32 ' w N 24" 24" x 24" x 24 deep footer @ each column base PLEASE NOTE ONLY REPLACING THE 2x8 OUT SIDE JOISTS 5 V METAL ROOF LLLI lull FLORIDA BUILDING RESIDENTIAL 2020 - R903.2 COPPER FLASHING DETAIL: NOT TO SCALE EXISTING FRONT ELEVATION TO BE RENOVATED EDMONDS RES. 6105 INDIAN RIVER DRIVE FT. PIERCE, FL. rmt #O 1 1/4" stainless steel roofing nails 4" O.C. RA01-0 IEWEbSFOR CODE COMPLIAKE ST. LUCIE CO"TY BOCC LW CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE=, J LL. tY W W W �= Ill n � Q �®Li. Z z 0 W oC)EE W (0 0 o O 0 o �+ w � F+i I bo Is, o U F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By: V=4owlmmba STANLEY FORREST Florida Reg. No. AR 0006867 Date HLE I Dew MG oiD GNN mm MG Aevo GNN iEVOK)III DATE OF DW 0 DATE NAME, Construction rough framing Inspected 2/14/22 3/4" sheeting nailing a 6" field and 4" at edges that was removed +amp; reinstalled, and nailing for (3)- 2x8 microlams * 12" O.C. three nails per foot on both sides of microlam header 7 pig . ., :illll�ll & Di"veliquIritud, Sli'I+ke-% Deparkf ent. Building & Regidations ]riividon ° Product Review Atrid lvit HOMES BY EDMONDS RES. 1 '409 0405 6105 ND AN RIVER DRIVE ABURTON BalildiugPermit. #; 0W11Cr3; NAltl:C: FT. PIERCE. FL. ApplieantS: Product Flpening Dosign Product Rated Manufacturer Nbdd Numbor Prodijct JpprO,41 Glans Mothodof Machment P1es LlleV DesIyrn Pjes mre. Nurnhei TypL Phil lien Fixed Glass ninr:l; ri.AA tidin' Glass Wars Swnq Typo Doors French Doors G»i a a Door s H1111!Udf1e noletiim lioof VentiIatlan footing Materiel Relised 07? 22/2014 l have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by Current code provisions. Nai ties ' ignatire: sAat's Design Pro f Cert. No,, Bate- 5 V METAL ROOF ®: CLASS S L 1654 R 27 EXP. 11 $0 1 0 �' 'I FiOOF SYSTEM NEW DECK POLYGLASS INSTA NEW POLYGLASS SA BASE SHEET, OVER POLY GLASS APP MODIFIED BITUMEN CAP SHEET TO ENTIRE DECK AREA -111 MIN 19/32" PL)" OOD 32 GA. 1-5/8" INCH DIAMETER TIN CAPS WITH 11 GA. annular RING SHANK NAILS 8" o.c. at min 4" lap and 8" o.c. @ 3 equally spaced , staggered center row SBS-SA, APP - SA -60.0 2)1 3"X3" STEEL COLUMNS ( TYPICAL ) BOTTOM/TOP 5 V METAL ROOF roof pitch 5/12 3"X3" STEEL COLUMNS (TY [CAL) BOTTOM/TOP :EL COLUMN D W/ 1" HANDI )ECK FASTENED TO P OF DST :L COLUMNS (T1 PICAL ) TOP II lj,r.. IX V lilt.. -1 1 I. I I I. I'-8" I. I I I. I'-w LAG SCREW @ THE BASE OF N EACH STEEL COLUMN " 3 W/ FIBER MESH �POR BARRIER L4 24" x 24" x 24 deep footer @ each column base El ■C 24" x 24" x 24 deep footer @ each column base a <a A 10"x20" STEMWALL FOOTING W/ (3) #5- RODS CONT— STEP DOWN SCALE: 3/4"44' 20" wide stem wall footer ■ 4" CONC. SLAB W/ FIBER MESH OVER 6 MIL VAPOR BARRIER CLEAN, COMPACTED, TERMITE TREATED FILL B DETAIL � 11 u M 24" x 24" x 24 deep footer F-1 CONCRETE SPECS SLAB— 2500 P.S.I. IN 28 DAYS FOOTERS— 2500 P.S.I. IN 28 DAYS LINTELS— 3000 P.S.I. IN 28 DAYS BILLED CELLS— 3000 P.S.I. IN 28 DAYS ® — INTERIOR BEARING WALL ■ — DENOTES #5 — ROD IN FILLED CELL CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By: UMMUNNUMA STANLEY FORREST Florida Reg. No. AR 0006867 LL Uj �, r LIJ 0 i Dow MG qem GNN oRat MG Am GNN FEVISM DATE OF DW A 2 DATE Date