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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: (2 von Permit Number: L( RKEDIED v � `,Y�f` '� .L fz �-�:.`�y._ Building Permit Application UN 2 4:1011 Planning and Development Services Building and Code Regulation Division Commercial Residentialpermt Department 2300 Virginia Avenue, Fort Pierce FL 34982 , Phone: (772)462-1553 Fax: (7-72)462-1578 PERMIT APPLICATION FOR: PROPOSED IMPROVEMENT LOCATION II-- .. 1'� ^ ' _ 1 .. p Address: t a 9 bl)V t (naA� I qne__ , FOTt VlerCf r� 3� l2. Property Tax ID#: 3L40q — �303 ()ok k OO(D/`i Lot No. tZ Site Plan Name: Block No. Project Name: DETAILED DESCRIPTION OF WORK. - re-- c Lit— cD\c 6 Sh\v►SAS 4- Yno-�, r Ili W kAV) rl e LO ► ne-koZ yw oji -rd-(' YXI Lky-\ New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Pond _Electric _Plumbing _Sprinklers _Generator Roof Pitch .Total Sq. Ft of Construction:- 17a Sq. Ft. of First Floor: Cost of Construction: O Utilities: _Sewer _Septic Building Height: ODUN ER/LESSEE CQNTRACTOR Name S Name: Address: \�CD q LjVx\Vf— Qpl"K C�VI fC Company: City: S--�QL� P1CYQ2-'71-{. State Address: Zip Code: Fax: City: State: Phone N (n`7-D — 2 Zip Code: Fax: E-Mail:Cccl^ OV1e'S O(a gmcu LiCcw Phone No Fill in fee simple Title Holder on next page( if different E-Mail from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEIUIENTAL CONSTRUCTION L1EN LAW IN1=0RMATIOf DESIGNER/ENGINEER: >�_ Not Applicable MORTGAGE COMPANY: � Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: x Not Applicable Name: T•oe-s Name: Address: 1 D Q Al i- � GATE • Address: City: r I City: Zip Li Phone: — (o Z Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit'holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/ essee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF Sw. qfn to(or affirmed)and subscribed before me of Sworn to(or affirmed)and subscribed before me of VVV Ph sical Pres nce or Online Notarization Physical Presence or Online Notarization this day of U 202 by this day of 2020 b \\ Q Y Y Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identifica to Type of Identification Produced Produced (Signatur-o„ gVry E ale I �� " (Signature of Notary Public-State of Florida ) 1PPY P(,e ;State of Florida-Notary Public Commis - Commission # GG 20 }) o Commission No. (Seal) 'My Cornmis ion Expires o _ June 12, 2022 `m REVIEWS FRONT ZONING PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW DATE N-• RECEIVED m DATE COMPLETED ev. 5 0 ��%F,' L�111CIE `I Planning&Development Services Department 1 Building&Code Regulations 2300 Virginia Avenue Fort Pierce,Florida 34982 ECE1VSn (772)462-1553 A OWNER/BUiLDER AFFIDAVIT DISCLOSURE STATEMENT 3UN 2 5 2021 F.S.489.103(7)EXEMPTIONS St.permitig permitting State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. initial Here If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease,which is a violation of this exemption. Initial Here. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial Here. 9V I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial Here. 92� I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. 9_11 Initial Here. 1 understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial Here. Al I understand that if any person that is unlicensed and uninsured gets injured on my construction project-they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical costnw ich could include loss of wages during recovery from their injury. Initial Here. (X To qualify for this exemption under this subsection, an owner must personally appear, sign the building permit application,and initial the above I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building Department to the Florida State Department of Professional Regulation. Signed and acknowledged thi 't'N�, day of of 20C'_�t (I ne u' der Signature 'j"O U) STATE OF FLORI A o m COUNTY OF m�,3 o D� The f re oing ins ument w acknowledged before me this day of 20 a1 a W. _ by who is personally known to me,or who has m a� produced L as identification. C, Zw O G) C N p -n "X co 0 Signature of Notary T e o ne of Notary (Seal) "'- POr Title:Notary Public o s u ber N KAREN .rRMT911" PY P(� ;State of Florida Notary Public * Commission # GG 207484 v, v%%°iil��`� My CJune�12, 2022piros �; 1 ° Or i ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE s COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 etal Roofs A, B, D Wood Shingles and A, B, D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 0 Section A (General Information) Master Permit No. Process No. Contractors Name'. 17 License# Job Address ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles `:Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. -- New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) Total(SF) Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. l I � � I t I I r � I , Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':_.._." oc @ Lap,# Rows @ "oc (If a component is not used, identify as"NAB Zone 1:—."oc @ Lap,#Rows @ "oc System Manufacturer: Zone 2:—" oc @ Lap,#Rows @ "oc ���1 , L Zone 3:—"oc @ Lap,#Rows @ "oc Product Approval No.: �1 `7 J % Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 1,8 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':—Zone 1: Zone 2 Zone 3- Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the pecific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc., Deck: f Indicate: Mean Roof Height, Parapet Height, Height of Base Type: �� Flashing,Component Material, Material'Thickness, Fastener 1 Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: G_ ld Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.�f Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: i' Base Insultation Size a d Thickness: Parapet Base Insulation Fasten r/Bonding Material: Height Top Insulation Layer: j Top Insulation Size a d Thickness: FT. Top Insulation Fasten Ier/Bonding Material: Mean Base Sheet(s)&No. of Ply(s): - — - Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: a -! K5 ,FiECENM JUN 2 5 2021 St.Lucie County Permitting Section D (Steep Slope Roof System) Roof System Manufacturer: C) "A—n o S Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): :Zone 1: Zone 2e: Zone 2n-2.-SZone 2r.Yl one 3e-129Zone 3r: Beck T I � C � 1 Type Underlayment Roof lope: 12 Insulation: L\Y Fire Barrier: �LA Ridge Ventilation? Fastener Type&Spacing: Adhes � Type Cap Sheet: o � Mean Roof Height: _W' c Roof Covering: , Type&Size Drip Edge: j�=� 4/4 4.0=PIlPeda6essewg4=joloefad�6d�jgxo�J2iOMdNSZAsD31X-JMX�E)z6ojW=/xo9o!#/0/o/!!ew/woo•a!6006-I!ew//:sd;ly S 2 ol S xu t u , 2 r. J AINn® M� A000 Ion 9 Z vnr 3 ' Zuou snow T �113�3b r r �S` n rY # s •s r � . °1© L 1 lAld 1�: ► Yam, i�-�M`,I�ZI� 1�'•, 6adf 9454 JWI 4ZOZ/17Z/9 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 d `CEGt- LAICAL SE€ VICES, LLC (813)4so-3421 EVALUATION REPORT FLORIDA BUILDING CODE,r"EDInON(2020) Manufacturer: TRI COUNTY METALS Issued December29,2020 301 SE 16`r'Street Trenton, FL 32693 (877)766-3309 www.tricountymetals.com Manufacturing Locations: Trenton, FL Quality Assurance: Keystone Certifications, Inc. (QUA1824) SCOPE Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ) Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) 945T0002 ASTM B 117 2016 PRI Construction Materials Technologies(TST5878) 946T0004 ASTM G 155 2013 PRI Construction Materials Technologies(TST5878) 1272T0002 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1272T0003 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1272T0005 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1930T0001 TAS 125 2003 UL 580 2006 UL1897 2012 PRI Construction Materials Technologies(TST5878) 1930T0002 TAS 125 2003 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies(TST5878) 1930T0003 TAS 125 2003 UL 580 2006 UL1897 2012 PRI Construction Materials Technologies(TST5878) 1930T0004 TAS 125 2003 UL 580 2006 UL1897 2012 PRI Construction Materials Technologies(TST5878) 1930T0005 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1930T0006 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1930T0007 TAS 110 2000 PRI Construction Materials Technologies(TST5878) 1930T0008 TAS 110 2000 TCM20001 FL36904 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEK Metal Roofing(HVHZ) 4 TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION TCM-LOK V Profile_ y 1 in_snap lock seam;Max_16 in. coverage Description Non structural,snap lock standing seam roof panel with 7/8 in. slotted nail strip _ i Material: Min.0.032 in.ASTM B209,3105 H22 aluminum coated with FluroponOO i Fy=min.25 ksi; Shall conform with FBC Section 1507.4.3 rY Y ,' . ...Lk5 g yy . i x z � fir„• �a�,"'..a.�,... �`7.,-�¢" i i R : r TCM-LOK 1.5" Profile: 1.5 in. snap lock seam; Max. 15 in.coverage — I Description: Non-structural,snap lock standing seam roof panel with 7/8 in. slotted nail strip -- Material: Min.24 ga. ASTM A792 AZ50 steel coated with Fluropon@ or WeatherXL; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3 zq i } TCM20001 FL36904 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEK Metal Roofing(HVHZ) TECHNICAL.SERVICES, LLC 5V Profile: 3/8 in. ribs at 12 in.o.c.;24 in.coverage _ — Description: Non-structural,through fastened roof panel — .....................-. Material: Min.26 ga.ASTM A653 G90 steel; Fy=min. 80 ksi; Shall conform with FBC Section 1507.4.3 ., qr I i t I Ultra Rib S Profile: i 3/4 in. ribs at 9 in. o_c_;36 in.coverage Description Non-structural,through fastened roof panel _..............__.____........................._......_.__..__.....___................ Material: Min.26 ga. ASTM A653 G90 steel;; I Fy= min. 80 ksi; Shall conform with FBC Section 1507.4.3 t i ZQ TCM20001 FL36904 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK . TRI COUNTY METAL Metal Roof ng(HVHZ) TECHNICAL SERVICES, LLC. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Roof slope shall be 2:12 or greater. 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. °,�1B' ' R 2020. 12.29 e•°GAP 09:34:30 o 74021 N 4�5 ofPaP.r ebma Cr:acnri 4 Pxal 05'00' �3 STATE OF ::�► '��'��•:�( O R��o `0 .* N�o®� Zachary R. Priest, P.E.Florida Registration 21 e 0NA�-•• Organization No. ANE9641 i 1 E °° 1111111111111 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Installation (1 pages) 2) APPENDIX B—Approved Roof Systems (3 pages) 3) APPENDIX C—Design Wind Loads (3 pages) TCM20001 FL36904 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. } #"" TRI COUNTY METALS CREEK Metal Roofing(HVHZ) TECHNICAL SERVICES; LLC APPENDIX A INSTALLATION Note-Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products: ,:Component 'Product Installation Detail #10-12 Pancake Type A screw #9-15 Woodgrip Fasteners HWH wood screw with Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion sealing washer resistant in accordance with FBC section 1507.4.4. #12-8 Woodgrip XG HWH wood screw with sealing washer [Sealants TiteBond Weathermaster Shall be applied in 1/4"-5/16"continuous beads on the male rib along the seam Metal Roof Sealant Fastening Details. Nomenclature Attachment 318"Bead TiteBond WeatherMaster Metal Roof Sealant TCM-LOK (1) #10-12 TYPE A PANCAKE ' (1) H4'rofH wood screw wisealing washer 5V f At Pane Lap---/ {._......_.6,511.._..__j-2.5" -------6.5"................ -2.5",e._............6.5"......---�-25 -----6.5" _.. ..2.5" Ultra Rib L(1)HWH wood screw w/sealing washer TCM20001 FL36904 Page 1 of 1 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEKv Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX B APPROVED ROOF SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressure (MDP)was calculated using a 2:1 margin of safety per FBC Section 1523.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on-center(o.c.)spacing given is the maximum allowable attachment spacing for the rated system. 5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226,Type II installed as described in FBC Section 1518.2.1 with nails and tin caps per 1517.5. 6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga(Fy=min.40 ksi) Wide Rib Deck(Type WR) conforming to ANSI/SDI-RD1.0 & FBC. In no case shall the panels be installed on less than two continuous spans,which are spaced a maximum 5-ft o.c. At minimum,the deck shall be attached with one (1)#12 x 1.5-inch HWH self-drilling screws at the bottom of each flute (maximum. 6-inch o.c. along the support). At minimum,the deck side laps shall be fastened a maximum 6-inch o.c.with#12 x 1.5-inch HWH self-drilling screws. 7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span-Rated plywood sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails spaced 6-inch c.c. Roof System Numbers and.Definitions LOK-W# TCM-LOK over Wood Deck New or Existing 5V-W# 5V over Wood Deck New or Existing RIB-W# Ultra Rib over Wood Deck New or Existing) Approved Systems for TCM-LOK over Wood Deck(New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP No. (psf) OPTIONAL TCM-LOK attachment with#10-12 Pancake Type A LOK W 1 Approved fire barrier As required per FBC Min.15/32 Min.0.032 Al TCM-LOK 1" screws spaced 5-1/4 in.o.c. -110 CDX plywood or insulation 16-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. OPTIONAL TCM-LOK attachment with#10-12 Pancake Type A LOK-W-2 Min.15/32 Approved fire barrier As required per FBC Min.24 ga.TCM-LOK 1.5" screws spaced 5-1/4 in.o.c. _122 5 CDX plywood or insulation 15-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. TCM20001 FL36904 Page 1 of 2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEK Metal Roofing(HVHZ) A TECHNICAL SERVICES, LLC APPENDIX B Approved:Systems for 5V Crimp over Wood Deck(New or Existing) System Fire Barrier/ MDP No. Deck Insulation Underlayment Roof Panel. Panel Attachment (psf) Min.15/32 OPTIONAL Min.26 ga.5V Crimp 5V attachment with#12-8 Woodgrip XG screws with 5V-W-1 CDX plywood Approved fire barrier As required per FBC 24-inch coverage sealing washers spaced 16 in.o.c. -86.25 or insulation 5/32 OPTIONAL 5V attachment with#9-15 Woodgrip or#12-8 CDX plywood 5V-W-2 Min. ywood 24inch coverage Approved fire barrier As required per FBC Min. ga. Crimp Woodgrip XG screws with sealing washers spaced -90 or insulation n 12 in.o.c. Min. 15/32 OPTIONAL Min.26 ga.5V Crimp 5V attachment with#12-8 Woodgrip XG screws with 5V-W-3 Approved fire barrier As required per FBC -120 CDX plywood or insulation 24-inch coverage sealing washers spaced 9 in.o.c. Min.15/32 OPTIONAL Min.26 ga.5V Crimp 5V attachment with#9-15 Woodgrip or#12-8 CDX I 5V-W-4 plywood Approved fire barrier As required per FBC 24 inch coverage Woodgrip XG screws with sealing washers spaced 6 -135 or insulation in.o.c. Approved Systems for Ultra Rib over Wood Deck(New or Existing) System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MDP No. Insulation (psf) Min. 15/32 OPTIONAL Min.26 ga. Ultra Rib Ultra Rib attachment with#12-8 Woodgrip XG RIB-W-1 CDX plywood Approved fire barrier As required per FBC 36-inch coverage screws spaced 24 in.o.c -116.25 or insulation Min. 15/32 OPTIONAL Min.26 ga. Ultra Rib Ultra Rib attachment with#9-15 Woodgrip screws RIB-W-2 CDX plywood Approved fire barrier As required per FBC 36-inch coverage spaced 12 in.o.c -135 or insulation TCM20001 FL36904 Page 2 of 2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. I .�; TRI COUNTY METALS CREEK Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section_1620 of the FBC and ASCE 7-16 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1620 of the FBC. 2. Exposure C and D shall be as defined in section 1620 of the FBC. 3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis 6. Overhangs have been excluded from the analysis. 7. Wind directionality factor, Kd=0.85 8. Design wind loads are calculated using Pasd=0.6P it. 9. Zone 2 is inclusive of Zone 2e,Zone 2n, and Zone 2r 10. Zone 3 is inclusive of Zone 3e and Zone 3r 11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 12. Zones 1,2, and 3 shall be defined as shown below. Dimension"a"shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever is smaller, but not less than either 4%of the least horizontal dimension or 3ft Gable Hip \ 3 -2 3 3_j-_2 3 a 3 2 � 3 a 2 1 2 2 I 1 2 2 1 12 21 1 2 3 2 13131 2 3 a 3 2 3 a lal lalal lz, lal lal TCM20001 FL36904 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEK Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX C ," „° Gable/Hif++;;Roofs inrEx" d'sure C in IULlami=Qatle:&Br9wartl:C,ount ;R tofslo es°6etvreen,2 12 and.12:4?) Mean foof eBasic Wind S eed m h Building Type Zorie Risk Cafa Risk'Cat l RisKCat"Ii Risk-Ca#"il = RIsk:Gat lil IV, " Risk Cat I I,IV z Height(ft) „, 156 765r170� 3.� 175�:? 1:80 186 ���. .,�.y_ . a.. 20 -62.3 -69.7 -74.0 -78.5 -83.0 -88.6 25 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6 1 30 -67.9 -75.9 -80.6 -85.4 -90.4 -96.5 40 -72.0 -80.6 -85.6 -90.7 -95.9 -102.4 50 -75.5 -84.5 -89.7 -95.0 -100.5 -107.3 60 -78.3 -87.6 -93.0 -98.5 -104.2 -111.3 20 -90.9 -101:7 -108.0 -114.4 -121.1 -129.3 25 -95.0 -106.3 -112.8 -119.5 -126.5 -135.0 Enclosed/ 2 30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8 Partially Open 40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4 50 -110.1 -123.2 -130.8 -138.6 -146.6 -156.6 60 -114.2 -127.7 -135.6 -143.7 -152.0 -162.3 20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7 25 -112.9 -126.3 -134.1 -142.1 -150.3 -160.5 3 30 -117.7 -131.7 -139.8 -148.1 -156.7 -167.3 40 -124.9 -139.7 -148.3 -157.2 -166.3 -177.6 50 -130.9 -146.5 -155.5 -164.7 -174.3 -186.1 60 -135.7 -151.8 -161.2 -170.8 -180.7 -192.9 20 -72.9 -81.6 -86.6 -91.8 -97.1 -103.7 25 -76.2 -85.2 -90.4 -95.8 -101.4 -108.3 1 30 -79.4 -88.8 -94.3 -99.9 -105.7 -112.9 40 -84.3 -94.3 -100.1 -106.0 -112.2 -119.8 50 -88.3 -98.8 -104.9 -111.1 -117.6 -125.5 60 -91.6 -102.4 -108.7 -115.2 -121.9 -130.2 20 -101.5 -113.6 120.6 -127.8 -135.2 -144.3 25 -106.0 -118.6 -125.9 -133.4 -141.2 -150.7 Partially 30 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1 Enclosed 2 40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8 50 -123.0 -137.5 -146.0 -154.7 -163.7 -174.8 60 -127.5 -142.6 -151.4 -160.4 -169.7 -181.2 20 -118.7 -132.8 -140.9 -149.3 -158.0 -168.7 25 -124.0 -138.7 -147.2 -156.0 -165.0 -176.2 3 30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7 40 -137.1 -153.4 -162.9 -172.6 -182.6 -195.0 50 -143.7 -160.8 -170.7 -180.9 -191.4 -204.3 60 1 -149.0 1 -166.7 -177.0 1 -187.5 -198.4 -211.8 TCM20001 FL36904 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI COUNTY METALS CREEK Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX C :Gable/Hi` Roofs h"5' osur."e.D:in'•M�aini-Dade&"':Broward..Count",'Raof'"slo'es:between'2:12:andwl2':12 , . r ra r :.Basic Wind S eed Mean Roof ' Building Type Zone Risk Cat l - Risk Gat 1 Risk Cat IL' Risk Caf II Risk Cat III IV Risk Cat,lll;^IV Height(ft) .u170., 175 ' 1,80_ q .186, 20 -74.8 -83.7 -88.8 -94.1 -99.6 106.3 25 -77.6 -86.8 -92.1 -97.6 -103.3 -110.3 1 30 -80.4 -89.9 -95.4 -101.1 -107.0 -114.2 40 -84.5 -94.5 -100.4 -106.3 -112.5 -120.1 50 -88.0 -98.4 -104.5 -110.7 -117.1 -125.1 60 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0 20 -109.1 -122.1 -129.6 -137.3 -145.3 -155.1 25 -113.2 -126.6 -134.4 -142.4 -150.7 -160.9 Enclosed/ 2 30 -117.2 -131.1 -139.2 -147.5 -156.0 -166.6 Partially Open 40 -123.3 -137.9 -146.4 -155.1 -164.1 -175.2 50 -128.3 -143.6 -152.4 -161.5 -170.8 -182.4 60 -132.4 -148.1 -157.2 -166.6 -176.2 -188.2 20 -129.7 -145.1 -154.0 -163.2 -172.7 -184.4 25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2 3 30 -139.3 -155.9 -165.4 -175.3 -185.5 -198.1 40 -146.5 -163.9 -174.0 -184.4 -195.1 -208.3 50 -152.5 -170.6 -181.1 -192.0 -203.1 -216.8 60 -157.3 -176.0 -186.8 -198.0 -209.5 -223.7 20 -87.5 -97.9 -103.9 -110.1 -116.5 -124.4 25 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0 1 30 -94.0 -105.1 -111.6 -118.3 -125.1 -133.6 40 -98.8 -110.6 -117.4 -124.4 -131.6 -140.5 50 -102.9 -115.1 -122.2 -129.5 -137.0 -146.3 60 -106.1 -118.7 -126.0 -133.6 -141.3 -150.9 20 -121.8 -136.3 -144.7 -153.3 -162.2 -173.2 25 -126.3 -141.3 -150.0 -159.0 -168.2 -179.6 Partially 2 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0 Enclosed 40 -137.6 -154.0 -163.4 -173.2 -183.2 -195.6 50 -143.3 -160.3 -170.1 -180.3 -190.7 -203.6 60 -147.8 -165.3 -175.5 -186.0 -196.7 -210.1 20 -142.4 -159.3 -169.1 -179.2 -189.6 -202.5 25 -147.7 -165.2 -175.4 -185.8 -196.6 -210.0 3 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4 40 -160.9 -180.0 -191.0 -202.4 -214.2 -228.7 50 -167.5 1 -187.3 1 -198.9 1 -210.7 -223.0 -238.1 60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6 TCM20001 FL36904 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.