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Home My WebLink AboutPROJECT INFORMATIONArchitectonic Inc SCANNED St. Lu ST. LIJCJE COUNTY October 13, 2018 ' RECEIVED Saint Lucie County Building Department FItVICud iY OCT 12 20% Attn: Roof Permit Plan Review DATE 2300 Virginia Avenue PLANS AND PERMIT ! ST. Lucie County, Permitting Ft. Pierce,;L 34982 MI IST RE K7PTCN JOB OR IIIIIII - Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at 1215 Hartman Road, Saint Lucie County, Florida Manufacturer: Polyglass USA Profiles: Modified Bitumen Roof System, FL 41654.1 Code: FBC 2017; Section R 90S.10 �f Wind Speed: 160 MPH; Ultimate Design Wind Speeds O� Exposure: B Risk Category: Mean Roof Height: 30' Maximum Pitch: % /12 Required Design Pressure: Zonel: -26 Zone 2: -41n e3: -57 0�1� Maximum Uplift Pressure: -90 psf, System # W-140 (approx. 6 sres) p Base: SBS-SA 40 Ply Sheet; (Optional) SBS-SA, SIBS -TA, APP-TA Cap., SBS-AA, APP-SA, SBS-TA, APP-TA Roof Decking: Existing 5/8" plywood sheathing to be nailed w/8d x 2" ring shank @ 6" D.C. thru out Zone 1, 4" O.C. perimeter, and 6" O.C. field zone 2, and 4" O.C. thru out Zone 3 or 1 x 4 planks w/2 nails per plank per member Pitch: Ya /12 Required Design Pressure: Zonel: -26 Zone 2: -41 Zone3: -57 Maximum Uplift Pressure: -75 psf, System # W-58 (approx, 31 squares) Base: Polyglass G2 Base, Elastobase, Elastobase P Base Fasteners: Deckfast Hex with Dekfast5 #14, DMG 3" Round Meal Plate with OMG, HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3" Metal Insulation Plate with Trufast HD. Fastened at 10" O.C. In 4" lap and 10" O.C., In three (3) equally spaced, staggered center rows Ply Sheet: (Optional) BP -AA, SBS•AA, SBS-TA or APP-TA Cap: SBS-AA, SBS-TA, APP-TA Roof Decking: Existing S/8" plywood sheathing to be nailed w/Bd x 2" ring shank @ 6" O.C. thru out Zone 1, 4" O.C. perimeter, and 6: O.C. field zone 2, and 4" O.C. thru out Zone 3 or 1 x 4 planks w/2 nails per plank per member The above approved, as per Florida Building Code Compliance acceptances, 2017 Florida Building Code, and the Illy submltt - THESE PLANS AND ALL PROXSED i., ARE SUBJECT To ANYC%pir.CTICNb '',r G pE1 REQUIRED ByPINiDIId�ZPaC'i0"STij;T CONCFA[�p PAS TENFRSORA1rgCNA{Rh UAYBE NECESSARY IN ORDER To ARE THE RESPONS191LRY OF THE Michael dG0y8 . c� COMPLYWITHALLAPPLIC•'wt 000Es' � ; hltect niclnc. :�� r �ONTRACTop OFRECORD Tel: 772 www.architectonicinc.ccm Fort r 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 2 Architectonic Inc 620 ST. LUCIE COUNTY October 13, 2018 BUILDING DIVISIO / RECEIVED REVIEWED FOR COMPLI C Saint Lucie County Building Department REVIEWED Y OCT 12 2O1H Attn: Roof Permit Plan Review DATE 7 2300 Virginia Avenue PLANS AND PER IT ST. Lucie County, Permitting Ft. Pierce, FL 34982 MUSTBEKEPTONO INSPECTION WILL/BE MADE Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at 1215 Hartman Road, Saint Lucie County, Florida Manufacturer: Polyglass USA Profiles: Modified Bitumen Roof System, FL #1654.1 Code: #BC 2017; Section R 905.10 Wind Speed: 160 MPH; Ultimate Design Wind Speeds Exposure: B Risk Category: II Mean Roof Height: 30' Maximum Pitch: Y. /12 Required Design Pressure: Zonel:-26 Zone 2:-41 Zone3:-57 Maximum Uplift Pressure: -90 psf, System # W-140 (approx. 6 squares) Base: SBS-SA Ply Sheet: (Optional) SBS-SA, SBS-TA, APP-TA Cap: SBS-AA, APP-SA, SBS-TA, APP-TA Roof Decking: Existing 5/8" plywood sheathing to be nailed w/8d x 2" ring shank @ 6" O.C. thru out Zone 1, 4" O.C. perimeter, and 6" O.C. Yield zone 2, and 4" O.C. thru out Zone 3 or 1 x 4 planks w/2 nails per plank per member Pitch: Y. /12 Required Design Pressure: Zonel: -26 Zone 2: -41 Zone3: -57 Maximum Uplift Pressure: -75 psf, System # W-58 (approx. 31 squares) Base: Polyglass G2 Base, Elastobase, Elastobase P Base Fasteners: 'Deckfast Hex with Dekfast5 #14, OMG 3" Round Meal Plate with OMG, HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3" Metal Insulation Plate with Trufast HD. Fastened at 10" O.C. in 4" lap and 10" O.C., in three (3) equally spaced, staggered center rows Ply Sheet: (Optional) BP -AA, SBS-AA, SBS-TA or APP-TA Cap: SBS-AA, SBS-TA, APP-TA Roof Decking: Existing 5/8" plywood sheathing to be nailed w/3d x 2" ring shank @ 6" Q.C. thru out Zone 1, 4" O.C. perimeter, and 6: O.C. field zone 2, and 4" O.C. thru out Zone 3 or 1 x 4 planks w/2 nails per plank per member The ahove Ved, as per Florida Building Code Compliance acceptances, 2017 Florida Building Code, and the nlc Inc. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIEW itSPECTORS THAT UAY FEE NECESSARY iN ORDER TO COMPLY WITH ALL P9PLICAPLE CODES. f ONCFALED FASTENERS OR ATTAC' - ARE THE RESPONSISILii1'OF T;;� CONTRACTOR OF RECORD 806 D)faQZZ"A `i Tel: 772 460 7751 www.architectonicinc. �I NNp Fort Pierce, Florida 34950 Fax: 772 4604244 FL Reg #AA26003348 n 1 of Jataylorroofing.com Mail - RevieW"-,mments dated 11/27/18 [ Permit Nur-`-- 1809-062... Page 1 of 2 Jack Nill <jack@jataylorroofing.com> ROOFING CONTRACTOR Review Comments dated 11/27/18 [ Permit Number 1809-0620 ] JPI inc <jpiinc@stlucieco.org> To: "jack@jataylorroofing.com" <jack@jataylorroofing.com> Jack, Please see below For comments: 1) ORIGINAL REPORT IS REQUIRED, COPY RECEIVED. 2) REPORT IS DATED 11/5/2013. 3) ARCHITECT IS REQUIRED TO REVIEW REPORT. Tue, Nov 27, 2018 at 11:07 AM SCANN'SC. By St Luce counts, Thank You for choosing to do business and invest in St Lucie County. St Lucie County is committed in assisting you to navigate the building review process. Please know that county staff is committed to customer service and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us further to discuss your building project as needed. Please find the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documents back from the Design Professional, Contractor, Fire Department or Owner we will forward the permit package to our permitting department for issuance. PLEASE NOTE: (1) All review comments when answered will require a cover letter addressing where the changes were made. (2) All changes will be required to be clouded on the plans. (3) The contractor when resubmitting will be required to insert the new updated pages into the plans or if the contractor prefers, a revised complete set of plans can be submitted. (4) A submittal checklist will be required stating the type and quantity of documents submitted for re -review signed and dated by the contractor. https://mail.google.comlmaillull?ik=b4be75227f&view=pt&search=all&pemunsgid=ms... 11 /28/2018 Quote To: JOHN SLONE ABC Supply 499 3680 SE Dixie Hwy Stuart, FL 34997-5247 Phone #: 772-283-8282 Fax #: 772-283.3928 Customer: Jack Nill General Project Information: Date Quoted: 4/4/2018 Job Name: 1216 Hartman Rd Location: Ftt,,Pierce Job #: M'T-51149-x2 Taaered System Descriation: Material: ISO Tapered Area (sq): 33.11 Slope: Minimum Start: " Maximum Thick: 3.75" Fill Insulation: ISO Base Layer: NIA Overlay: NIA Avg. R-Value: 9.6 Min. R-Value: N/A Notes: TAPE. RED SOLUTIONS 1243 Sarasota Center Blvd. Sarasota, FL 34240 TEL:941-3715983 FAX: 866-9345059 Project Manager• MaKhew Matteo E-Mail: matthew.matteo@abcsupply.com Cricket Material: ISO Cricket Area (sq): 0.90 Cricket Slope: 1/4" Cricket Fill: NIA Cricket Max. Height: 1.75" Total Sqs. Applied: 40.57 Total Sqs. Material: 54.72 Total ISO Truckloads: 0.21 PERLITE Truckloads: 0.00 Price: Valid if shipped by: 6/3/2018 * Price does not include tax or fuel surcharge (if applicable) IMAGE SHOWN ABOVE REFLECTS ABC-S DESIGN INTENT- ALL SUBMITTALS ARE SUBJECT TO ARCHITECT / CONTRACTOR APPROVALS. IMPORTANT -As a supplier of materials only, ABC Supply does not assume responsibility for errors in design, engineering. quantities or dimensions. Architect and/or ntractor Is cantractar shall verify all drain locations, Red ter specifcaf'ons�All shop drawings mustbe appmvedopdor to maerial shipmentfyi sponsible for vering this quote to Insure that it meets fob RECEIVED C� n /P_6 NOV 7 2018 m L ei® CAuetYi UnQ OMEMO I etc. 3. Unless otherwise noted, Insulation maybe anyone layer or combination of polylsocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the OA requirements of F.A.C. Rule 61G20-3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psl, minimum 2-Inch thick lightweight insulating concrete maybe substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWICto engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6, Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. D Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Clulk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. D Millennium PG-1 Pump Grade Adhesive (M-PGi): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note. OlyBond Green may be used where Olygond 500 Is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-Inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board)oints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the spec(fled ribbons spacing. 7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'Increase'the MDP listings in the tables; rather If MDP listing below meets or exceeds that listed for a particular system In the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick) D Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (Min. 0.5-Inch thick) ➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min.0.5-inch thick Multi -Max FA-31 ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ ➢ OMG OlyBond 500 (OB50D): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) D ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached, components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI. FM Loss Prevention Data Sheet 1.29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth In Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no rational analysis is permitted. 31. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison tothe minimum requirements for the system. Testing and analysis shall be In accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates Ina bonded recover or re -roof Installation, the existing.roof surface or misting roof deck.shall beexamined.forcompatibility.and:band performance with.theselected adhesive, and the existing roof system: (for recover) shall' be capable-ofresisting projectdesign pressureson itsown merit to the satisfaction of the Authority Having Jurisdiction; as documented through field uplift testing In aemrdanm with ANSI/SPRFIA-1, ASTM'E907,.FNPCoss Prevention Data Sheet 1.52 or Testing Application Standard TAS 124. 1 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 bra EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (9541 233-1330 Evaluation Report P9290.02.08-R21 for FL3654-R23 Revision 21: 10/08/2018 Appendix 1, Page 2 of 65 \,''. TRINITY': ERD TABLE�IE: W00DpECifS NEW[ONSfRULT1ON.REROOF(fFmiAFs]�RRECOVER_- SYSTEM TYBE!D3PREUNIINARILY!ATTACHED INSULALION, IVIECNAIVICALLY'ATTJtCHED BASESHEEf, BONDEORUOF FOYER. System Insulation Layers) Base Sheet Roof Cover(Note 15) MOP No. Deck (Note 1) Type Attach Type Fasten Attach Base Ply Cap Ply Boni ASPHdkTJ10PYtDORTORd:AD.VIImBAiEPLC One Dr more Elastobaze, Elastobaze P, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with in andy (Optional) BP -AA, W-S6 /32- layers, any Pr¢Iim. Glazbaze, Firestone MB Base, Rov(grip #14, Dekfast Hex (aka, Dekfas[ PLT- or TrastHID e)withon (2),e equallap ac spaced, inch o.c. two (2), equallyspaced, Inch 9B5-AA, 595-TA iSBS-AA,SBS- TAAPPTA-52.5 inch plywood inch is combination AttachedJM a -Ply Glass Plart#14 Metal Insulation Plate with Trufast HD Metal sta ¢red mitter,tim gg APP-TA Base pr GAFGlAS #75 Base or Min.19/32- One or more Prelim. OMG Flat Bottom Plates(square) with 12-inch o.c in 4-Inch lap and 12- inch me. in two 2,e equally spaced, q p (Optional) BP -AA, SBS-AA SBS-TAor SBS-AA, SB5- -60.0 W-57 Inch layers, any Attached Elastabase or OastobaseP Roofgrip#12 APP-TA TA, APP-TA plywood combinatl n s[aggeretl [enter, rows Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Oneormore Dekfast#14, OMG 3" Round Metal Plate 104nch c.c. in 44nch lap and 10- (Optional)BP-AA, SBS-AA,SBS- W-58 MIn. 15/32- layers, any Prelim. Polyglass G2 Base, Elasoabaze, with OMG HD, OMG Flat Bottom Plate inch o.c. in three (3), equally SBS-AA, SBS-TA or TA, APP-TA -75.D inch plywood combination Attached ElastobazeP (pecutme) with Roofgrip 014 orTrufast 3" spaced, staggered [enter rows APP-TA Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/6) with One or more Dekfast#14, OMG 3" Round Metal Plate 1DAnch o.c in 4-inchlap and l0- W-59 Min.15/32- layers, any Prelim. Polyglass APP One with OMG HO,OMG Flat Bottom Plate inch o.c in three (3), equally (Optional) APP-TA APP-TA -75.0 inch plywood combination Attached (Accutrac)wiih Roofgrip#14 orTrufast3" spaced, staggered center rows Metal Insulation Plate witInTrufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with One or more Dekfast 414, OMG 3" Round Metal Plate 9-inch o.c in 4-Inch lap and 9-Inch (Optional) BP -AA, W-fi0 Min.15/32- layers, any Prelim. Polyglass G2 Base, Elazcohase, with OMG HO, OMG Flat Bottom Plate o.c. in four(4), equally spaced, SBGAA, SBS-TAor inch plywood combination Attached Elastobase P (Accutrac) with Reafgrip 024 or Trufast3" staggered center rows APPTA Metal Insulation Plate withTrufast HD. 4-TA-90.0 Dekfast Hen (aka, Dektast PLT-H-2-7/8) with One or more Dekfast 914, OMG 3" Round Metal Plate 9-Inch o.c. in 4-inch lap and 9-inch W-61 Min. 15/32-layers, a any Prelim. PDI lass APP Base Yg with OMG HO, OMG Flat Bottom Plate o.c. in four(4), equally spared, (Optional) APP-TA inch plywood combination ci,mbii Attached (Accu[rac)with Roofgrip H34 orTmfazt 3' sbggered center rows Metal Insulation Plate with Trufast HD. Min. 35/32- One or more Prelim. Trufast #120P or TrufaR #14 HD with 6-inch o.c. at 4-inch lap and 6-Inch o.c. in thtee(3), equally spaced, O banal BP -AA ( D ) SBS-M -90.0 W-62 inch layers, any Attached Elastabase, Elastobase P Trufast 3' Metal Insulation Plates or5B5-AA plywood combination staggered center rows One or more OMG #12Standard Roofgrip or OMG 014 6-inch o.c. at 4-inch lap and 6-Inch (Optional) BP -AA, SBS-AA,SBS- w-63 MIn.15/32- layers, any Prelim. Elastobaze, Elaztobaze P Hea Du with OMG 3" Round Metal Heavy N v.c. in three (3), equally spaced. 585-AA 965-TA, TAor APP-TA -90-0 inch plywood gombination Attached Plates or OMG Flat Bottom Metal Plates staggered center rows APP-TA One or more OMG#22 Standard Rovfgrip or OMG#14 &inch o.c. at 4-Inch lap and Ginty W-64 Min. 15/32- layers, any Prelim. Polygiass APP Base Heavy Duty with OMG 3" Round Metal equally spaced, o.c in three (3), q Y D (Optional) APP-TA ) APP-TA -90.0 inch plywood Attached ttachetl Plates or OMG Flat Bottom Metal Plates staggered center rows [Min. One or more Prelim. Trufast with Cinch o.c at 4-inch lap and Cinch o.c. in five (5), equally spaced, O tional BP -AA (Optional) ) SBS-AA -120.0 W-65 inch plywood plywood layers, any Attached Elastobaze, Elastobaze P Plate Tmfast 3"MMal Insulation Plates 3" Metal staggered center rows or SBGAA combination Exterior Research and Design, L1.G d/b/a Trinityl ERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE-59166 6TM EDITION (20171 FBC NON-HVH2 EVALUATION Polyglot Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for FL1GSq R22 1 Revision 20:09/2212017 Appendix 1, Page 14 of 58 E