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Revision; Engineer Revision Letter
OFFICE USE ONLY: -DATE FILED: is+7 REVISION FEE: 75-1�0 LOCATION/SITE ADDRESS: 7103 Brookline Ave Fort Pierce, FL 34951 PERMIT SLC 1905-0755 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: Engineer Revision Letter addressing the change in Storm Shutter product approval that was stated on the CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC1257700 BUSINESSNAME: WJHFLLLC-wade QUALIFIERS NAME: Wade G. Jurney ADDRESS: 3198 Aerial Way CITY: Brookville PHONE (DAYTIME): (813)606-4095 Homes STATE: FL OWNER/BUILDER INFORMATION: NAME: WJHFL LLC 3091 Governors Lake Dr Ste 200 ST. LUCIE CO CERT. #: ZIP: 34604 FAX: n/a CITY: Peachtree Corners STATE: GA PHONE (DAYTIME: 407-405-8683 Purchasing Manager FAX: n/a ARCHITECT/ENGINEER INFORMATION: NAME: Mulhern + Kulp ADDRESS: a00Brooksic CITY: Ambler PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 {ve building 4, Suite 150 215-646-8001 X153 30071 FILE COPY STATE: PA FAX: rVa RPLAIISIONILE COPY ZIP: 19002 • 105 r 0151-6 e seal APR 1 4 2020 .. .�� . 0 Wade Jurney Homes Produce Approval/ NOA Index Sheet Updated:04-14-2020 Product Approval Design Impact ComponentModel/Series Attachment method Approval # Date Pressures Resist, Roof TAMKO Bldg. Products, Inc. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12J12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle fora total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15216.1 12/12/2017 N/A than 4:12) applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable), Jamb, head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Therma-Tru Fiberglass win$ door Fiberglass 6-Panel FL15225.5 9/21/2018 67 -67 Yes Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" Doors O.C. Attach door bracket tolamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead D uble Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes lumber. Vinal or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet negative pressures. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 -55 No hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 -50 No hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl Integral Mull (Twin Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest Ply Gem Windows & Triple) I Window Series 1500 FL16100.2 10/17/2017 50 -50 No hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min.. Corrosion -Resistant Screw Size #8 or Larger Pan Head Mastic Eclipse 4.5" Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be PI Gem Siding y g Mastic Vinyl y Sid ing Dutch Lap FL23885.1 12/12/2017 73.6 -73.6 Yes placed approx.12"' to 16" apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Panels should be overlappei approx, I". Fasten panels approx.8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/12/2017 91 96,6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8'" dia: Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery FL23885.1 12j i2/2017 49. -49.4 Yes Nails are galvanized steel roofing nails, 1 1/2" long, with 1/8" diameter shanks, aria 3/8" dia. Heads. 18" (shake) vertical nail Shake spacing. 8" horizontal nail spacing. 24 Gauge Galvanized 24 Gauge Galvanized 41.4-10 diameter Panelmate Plus Anchors max, spacing of 6;5" o.c. (TOP) & 12.5"° 1(BOT.) Assuming 2W configuration. Refer to Shutter Global Protection Products, LLC Storm Panel FL15076.2 12/12/2017 20 -20 Yes manufacturer installation specifications. Steel Steel Storm Panel Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 -38.7 N/A Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8"" dia. Heads - Or- Staples with 1" long legs Soffit X 1J16" (16 GA) Dia. in each nail hem. Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 No 12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wail 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3/4" x 1/4" crown staple at 8" O.C. Facia cap 13/4" x 072 1/4" head trim nail at 48" O.C. � United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist Simpson Strong Tie Co Wood Connectors MSTA49 FL10852.8 12/13/2017 (26) 0.148" x 2-1/2" Long Nails United Steel Production Cc Wood Connectors RT16A FL17236.11 2/13/2018 -� (9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nails into Plate Simpson Strong Tie Co Wood Connectors MTS16 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails Simpson Strong Tie Co Wood Connectors MTS12 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2"' Pnuematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10852.9 12/13/2017 (20) 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12/13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum . United Steel Production Ca . Wood Connectors STAD14 FL17249.3 12/21/2017 (38) 0.148" x 3-1/4" Long Nails Structural Components United Steel Production Cc Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8-EXT wood screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0,131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2"'Long Nails into Plate Simpson Strong Tie Co Wood Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/20 Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker. United Steel Production Co Wood Connectors KST272 FL17244.14 70/14/2019 (64) Min. 0.162" x 3-1/2" Long Nails r � O i s ` ) •+. A ¢O 4 pr u a a %apt OF t © copyright: MULHERN & KULP stiudural: Engineering, Inc. 01 `o z Jw W z CD �W a J � ¢ -n dE B • 8 U d Q W~ �°' •a S°O E a JZ <g W p o Sy m_ to W N � m a M&K project number: 195-20000 project mgr: J S B drawn by: .JAI issue date: 041-14-2 0 REVISIONS: date: initial: s /VVY 1, UJ UJ 1� iw�T U U M r a 0 Z 0 X d Z) I U ° FILE COPY :D o X [J..i AW41 I 16�DVCOR CODE COMPLIANCE ST. LUCIE CROCCOIF � f sheet: SO. IN