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Home My WebLink AboutH-V HURRICAN ZONE PERMIT APPLICATIONHigh -Velocity Hurrican6 Zone Uniform Pe rmit RECEIVED JOV 0 2018 NOV 0 8 2018 8 LuclL e county, Permitting 'Ion Form i SCAIYIYW Sedion A (General Information) Sir UJ F,oldster Permit - No. to Proceis.No 00 jy Dontracto?s Naine tn 0 LU 1-- Job Address -a - - -. � LU -J C L -.1 ui U ROOF CATEGORY En inn Ej Lovisl6pe 13 Mechitrilca Ify Fastened role' 9Y."IMortar/Adhesive Set Tiles In z L M CL Z) 0 0 O Asphaltic Shingles 9 E3 Metal PanelfShingles a Wood Shinglea/Sh.1kes x 0 0 011�01rescd,PIWIBUR-RAS 150 U N of ce 0 ROOF TYPE 0 >. LU Z - LU > U LL Co Q. )0 Now roof 0 Repair E3 Maintenance 13 Reroofing Recovering UW11J Elul Z j U ;�: ;�: U < - Of Low Slope Roof Area (SF) HOOF SYSTEM INFORMATION SteeP Slopqd'Roof AREA (ssr.) Total u3;j LU u, 0 0& > > Lu LU LU - _Iffoo (SF) ix ix o a. (J) Section B (Roof Plan) Sketch Roof Plar- Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dlmen-n sl6fis of sections and levels, clearly identify dirriensions.6f elevated pressdre-zones and location of parapets. /Z Florida Building Code 6th Edition (2017) High -Velocity. Hurricane Zone Uniform Permit Application Form Section D )Steen Sloped Roof System) Roof System Manufacturer.-R`L Notice of Acceptance Number: t j 22 Minimum Design 1Nind Pressures, NApplicable (From RAS 127 or Calculations): P1: P2: P3: Maximuim Design Pressure From the NOA SpwMc stem : Method of file attachment: A4�-�i o'4l 6O Steen Sloped Roof System Descr1t ion Deck Type: W000 -5/ Fi nLq. Roof Slope: , nsulation: A S•TM OLZb 3oI b 12 CIA t: A'fe� 'I Ire Ba or. Ridge Ventilation? astenerType A Spacing: ' dheslve Type CP POLf FDr-*-1 H-r by Cap sheet: /� i Fpoutls -ICIL U. PLUS oOf Covering: Mean Roof Helghh dl CQ c-T'? t Type A Size Drip j dgec 3 )(3 9,6 IVED ST. Lucie County, Permitting ASSEMBLIES AND ROOFTOP STRUCTURES F70ddR Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form ation E (Tile Calculadons) r Moment based the systems, choose either Method 1 or 2. Compare the values. . for K with the values from m� If M, values r greater IN a to the M, values, for each area of the roof, then the file attachment . method Is, acceptable. Method I 'Moment Based 71[e Calculations For RM5 127" (Pl'. x X Mg: = M, Product Approval K (PR *-)&-= Product Approval 4 (M_ XX Mg: Mr3 Product -Approval K Method 2 `aSimplified Tile Calculations Per Table Below" of Resistance (M,) Fmm Table Below 3L&.(& Pi-oduct Approval K 4-0 M, required Moment Resistance Mean Roof Height Roof Slope 2w 40' 212 34.4 30.5 002 422 322 _43 3640 37.4 39.8 4:12 3M4 32.2 33.8 35.1 37.3 5:12 28.4 30.f 34.6 3Z.8 34.9 6142 26.4 28.Or 29.4 SOS 32.4 7.12 24.4 25.9 27.1 282 W.0 be used in conjunction with a list of moment based file systems endorsed by the 'Btoward County Board of Rules and I based the systems use Method 3 Compared the values for F wftb. the values for Fr. If the F values am greater than or the Fr values; for each area of -the roof, ra'nthe tale attachment method. Is acceptable. Method 3 "Uplift Based Tits Calculations Per RAS 127" xL_=_xw.'=__)—W:_xcos ,6_=F,_ Product Approval P xL_=_xVr=__J—W:_xcos 0-_=F,_ Product Approval FI_ xL_=_xw.=___)—W:_xcos 0_=F,_ Product Approval p Where tafttalft Information Deadflofth Symbol Where to: find or ft RAS'127 Table I or by an engineering analysis pre- pared by m, Ni�orf'ASCE-7- ,Meilin Rod Height H Job Site Roof Slope 0 Job Site Aerodynamic. Multiplier Product Approval due to Giw�_ 7Product Approval Aft,chment Resistance Product Approval Fleopired. Moment Resistance Me Calculated urRAttachment.rReslotame Pi Product Approval .Required Uplift Resistance F, Calculated :Ave#19.0 Tile %"ght w Product Approval Tile pimefisichs L = length W = width Product Approval All. cWculations must be submftectto the building officiat at the time of.permit application. 472 - FRECEIVED .018 NOV 0 8 2018 &. Lucie County, Permitting FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017) SECTION 1524 HIGH -VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING.CONSIDERATIONS 1S24.1 SCOPE. As itl pertains to this section, it is the responsibility of the roofing contractor to provide the owner with. the required roofing permit, and to explain to the owner the content of this section. The provisions of this chapter govern the minimum requirements and standards of the- industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item had been explained. i 1 1. Aesthetics —workmanship. Reserved All I 2. Re -nailing wood decks. When replacing roofing, the existing wood roof deck may have to be re - nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of this i code. (The roof deck is usually concealed prior to removing the existing roof system.) hPi 3. Common roofs. Reserved IM 4. Exposed ceilings. Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, 1 6. i I 7. I roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. Ponding water. Reserved.. Overflow scuppers (wall outlets). It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. Ventilation. Reserved. I I Date Contractor's Signature Date 1 RECEIVED N'T 0 8 2018 i ST. L.ucie;County, Permitting;