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Ml" IWO lNG,(NG ftp Z �m E159 -®►sst Ce cafe O lri endence Ifi1C(�gQWde[ir,PWE•ddLS,ft4 r 110i,WI11 x of ow000 7C!FYI 'C 1pdn E[f id C�ilrilf CiE d;s ributi producte u .: t� tn�ke c�wdecrr ._ no ,owned operate4.or e®�aged y an r° o Zt j tduc a er €s r w+rr t� mz rte,'�•°` �t r'�Tr:.4�� ���� ' M acua a fi tb ► 1 �Ow d + 4,W a .. t i t ' FA, �y�,rpt i o {., -NO Q S: .a'" �ili;WUIFiLLCJt:E A� N"CF•"O'.S�?' - ON 0106 mc is hof part dte< aea� a�airtvafaes ` � piAOR EiKt ft"m as � � C� Bt. haert mel, apt03 j ► r"titc I # r t ;r � y ; k. .• < 5 ' I i / " FL#: FL 20745.2 Date: 6/17/16 .' Report No.: 16-134-PBR-36W-S6S-ER C-Pecicalhi struclurall engneeanno CBUCK,Inc.Certificate of Authorization#8064 | | Extreme Metal Fabricators,LLC. . � | Product Name: PBR MAX � . � Product Category: Structural Components | Product Roof Deck Compliance Method: State Product Approval Rule 61G30-3.005 /1\ (d) | � � "PBRM/0" | Description: 1-1/4" d6 height 35" wide, 26 gauge steel, panel mechanically attached toSteel / Purlins with screws. � Product Assembly as Refer toPage 4ofthis report for product assembly comnponentsin / dards: Evaluated: i 1' RomfPane| | | 3' Fasteners Support: Type: . Steel Purlins of steel support and its attachment tosupport framing isoutside the scope of this evaluation.) � ' Descmpmon: ' ' 0 16 Gauge minimum | w Yield Strength: SDhsi minimum . Slope: Minimum slope shall be in compliance with F8C Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: � Design Uplift Pressure(ASD): Refer tmTable A (Refer to"Tab|mA°attachment details herein) | � � � Date: 6/17/16 Report No.: 16434-PBR 36W-S6S-ER speclaff-tJ structural Engir-lesmang CBUCK,Inc.Certificate of Authorization#8064 P4 Performance Standards: The product described herein has demonstrated compliance with: ASTIVI E 1592-05 — Test Method for Structural Performance of Sheet Me-at Roof and Siding Systems By Uniform Static Air Pressure Difference Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirem I i ents of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and * Diaphragm and axial load capacity is outside the scope of this evaluation, Conditions of Use: a This evaluation report for "Optional Statewide Approval" contains technical documentation,specifications and installation method(s)which include"Limi I tations and Conditions of Use throughout the report in accordance with Rule 6IG20 1-3.005. Per Rule 61G20-3.004,the Florida Building Commission is the authority to a prove products under"Optional Statewide Approval". e Option for application outside"Limitations and Conditions of Use" Rule 6lG20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope mfthis evaluation and will bethe responsibilityofothers. | * This report is a building de product evaluationFLPE rule (FA[) 61G1 comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related c[riteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design - de compliance construction submittal documentation, per FBC certification of co w Design of support system is outside the scope of this report.Support shall be designed by others and shall comply with the FBC Chapters 22 for steel and Chapter 16 for l loading. 9 Fire Classification is outside the scope of Rule 61G20-3,and is therefore not included in this evaluation. 9 This evaluation report does not evaluate the use of this product for use in the igh Velocity Hurricane Zone code section.(Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc.(FBCOrganization|D#QUA 1Q24). / . ' ! - t f FL#: FL 20745.2' Date: 6/17/16 Report No.: 16-134-PBR 36W-S6S-ER Page 4 of 7 Spe=aff-t � strut- res, �ennQ CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: PBR MAX (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 36"(max.)Coverage Rib Height: 1-1/4" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Panel to Support: Type: Hex-Washer Head,Self-Drilling Screw with WSW Size: 12-14 x 1-1/4" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 I Standard: Per SAE J78-1979 Panel to Panel (Sidelap/Stitch) Type: Hex-Washer Head Self-Drilling Screw with WSW Size: #14 x 7/8" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per SAE J78-1979 I I - I I I I �i � I | FL#: FL 20745.21 Date: 6/17/16 � ( Report No.: 16-194-PBR-36W-S6S-ER � CBUCK,Inc.Certificate of Authorization#8064 - _ Structural ErtgInL21enrlta / installation: installation Method: i / (Refer to"TABLE A�below and drawings at the end ofthis evaluation / ° PudinSpacimg: Refer Wm"TABLE A"Below / • Fastener spacing: Refer to"TABLE AP Below • Side Lap Spacing(along the length of the panel): Refer to"TABLE A7 Below • Minimum fastener penetration thru bottom of support,3/4". (through flange of steel purlins) TABLE'W "PBR MAX"(26 ga.min.)Roof Panel attached to Steel Purlins ALLOWABLE LOADS METHOD 1: METHOD 2: (Refer to Drawings (Refer to Drawings Fastener Spacing(Across panel width): Pgs 6&7) Pgs 6&7)i Side-lap Spacing(Along panel length): 20" 12" ! Span Condition: 3 or more 3 or more • Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. • Fastener Attachment to Steel Supports May Be Designed By A Qualified Design Professional As Required By The Florida Building Code For Site Specific Projects. • Diaphragm and axial load capacity are not included in this evaluation. Install the P8R MAX roof panel assembly in compliance with the installation method listed in this report and apo\(cah|a code sections ofFBC Sth Edition (20The |nstaUationnnethoddeschbedhereinis\naocordancexvithtbescopemfthiseva|uation report' Refer bzmanufacturer's installation instructions asosupplemental guide for attachment. | Referenced Data: 1. ASTM E1592-O5—Uplift Test | By Architectural Testing,Inc.-West Palm Beach, FL(FBC Organization#TST D:1527\ Report No.: F8274'02-450-44, Date: O6/l7/l6 | 2. Quality Assurance ! Keystone Certifications,Inc. (FBCOrganization|D#QUA 1Q24) Extreme Metal Fabricators,LLC- Licensee#974 � 3. Certification ofIndependence 8yJames L. Buckner,P.E' @COUCKEngineering (F8COrganization#ANE 1916) | | � I FC#: FL 20745.2 Date: 6/17/16 Reporing Pagert No.: 6 of 74PI3R-i 6W-134 -ER EngineeI I S Pe�� tj, ,sa,�.ru�UrC91 &J—Q " L*sf1r't£ CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC- PBR MAX (26 gauge Steep Roof Panel attached to Steel Purlins I DrawinEs i 36"Coverage Width 1 114" 12"--� 12" � 12" T Panel Profile 36"Coverage 12" 12" 12,E Panel to Panel Sidelap Fastener #14 x 7/8"Hex Washer Head f Self-Drilling Screw with WSW Refer to Table A for spacing "PBR MAX"Panel "PBR MAX"Panel (Underiap) (Overlap) Panel To Support Fastener #12-14 X 1-1/4"Hex Washer Head Self-Drilling Screw with WSW Refer to Table A for spacing i Support: - Steel Purlins,16 ga.Min. Typical Assembly Profile View (Typical Fastening Pattern Accross Width-Interior) t FL#: FL 20745.2 Date: 6/17/16 j C i ring Page rt No.: 7 of 7134-PBRI 36W-S6S-ER S >=C1d CBUCK,Inc.Certificate o Authorization#8064 R Imo! Si-rud-luraf Er-�c3eru� f Installation Method Extreme Metal Fabricators, LLC. PBR MAX (26 gauge steel) Roof Panel attached to Steel Purlins Av ,Q c �Qw, 0Q`aco� �m Support Spacing Refer to Table A" "PBR MAX"Panel i Support: - Steel Purlins,16 ga.Min. _Panel to Panel Sidelao Fastener Panel To Support Fastener #14 x 7/8"Hex Washer Head #12-14 x 1-1/4"Hex Washer Head Self-DrillingScrew with WSW Refer to Screw with WSW Refer to Tale A fors spacing Refer to Table Afor spacing P 9 Typical Roof Assembly Isometric View TABLE"A" "PBR MAX"(26 ga.min.)Roof Panel attached to Steel Purlins ALLOWABLE LOADS METHOD 1: METHOD 2: Design Pressure: -45.5 PSF -105 PSF Purlin Spacing: 60" (5'-0) 24" (2'-0) Fastener Spacing(Across panel width): (Refer to Drawings (Refer to Drawings pgs 6&7) Pgs 6&7) Side-lap Spacing(Along panel length): 20" 12" Span Condition: 3 or more 3 or more ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 3` 23-26,;?,;?® Permit Number: a(D03 RECEIVED Building Permit Application Planning and Development Services MAR 2 5 ZOZO Building and Code Regulation Division F©rmitting Department 2300 Virginia Avenue,Fort Pierce FL 34982 St, WEI@ Eaphty Phone: (772)462-1553 Fax: (772)462-1578 Commercials Residential SII; PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT"LOCATION Address: Legal Description: She 4 %!4C,#1- Property Tax ID#:_�� z111 0 Z Lot No. Site Plan Name: ,p /� Block No. Project Name: leOaP-- Re f. t Setbacks Front �- Back: Right Side: Left Side: I DETAILED DESCRIPTION OF WORK Ir,eo�� e pt-4e-25> IkeTA,Z P no uv�aeu latma" CONSTRUCTION INFORMATION r Additional work to be ertormed under this permit—check all that appy: HVAC Gas Tank ❑Gas Piping _Shutters a Windows/Doors Electric ❑ Plumbing OSprinklers erator Roof °J© Roof pitch Total Sq.Ft of Construction: ���� C� S . Ft.of First Floor: `Sd Cost of Construction:$ L_.! S DD, oo Utilities. _Sewer Septic Building Height:A OWNER/.L'ESSEE CONTRACTOR: ; Name D&5-rJA_� COACL-) /P C Name: oG e Address:,& (ONIVII-Y �j � Company: City: State: rL Address: S-30/ 5� //V b)Aq ) R/ i ue x /� Zip Code:3Z6 7l Fax: City: -Ir 0"r&-R<P- State: 8` Phone No. 272 T 21 12 3q Zip Code: 3 y9 c9Z Fax: E-Mail: — Phone No. J y l S;-7y d /9 Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed-above) State or County License:� 2 C DD S'/3 N L�-- If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGN ER/ENG�IINEER: _Not Applicable MORTGAGE COI PAN _Not Applicable Name /� Name: ) Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOL ER• Not Applicable BONDING ` AN _Not Applicable Name: / Name: Address: Address: City: City: I Zip: Phone: Zip: Phone: 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 your paying twice for improvements to your property.A Notice of Commencement must be corded and posted on the jobsite before th st inspection. If you intend to obtain financing,consu it lender or an attorney before comm cin work or cordin our Notice of Commencement zJ s S atr of Owner/Lessee/Contractor as Agent for Owner gnatur of ontractor/License Holder STA E OF FLORIDA STATE OF FLORIDA COUNTY OF 5'7_ eu C t e COUNTY OF l G«C The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this lA_-,;day of /®914 RC 11 200Oby this day of 171402r"l-/ ,2Z> by (Nam ackno le ing) Nam erson wle Ing) C/"— J � (Signatu of No P blic- to of Florida) to a of N Public-State of FlorrPntificatinn Person n OR Produced Id ification ::sn onall wn OR Produc d Type of Identification Produced Type of Identification Produced Commission No. g (Seal) Commission No. (Seal) DEBORAH RAE COURTNEY �&o;'„w� DEBORAH RAE C*Jgr EY commissimillIGGUSM #(iG 1152913 t Edea Am 16,2M EOeaAbu 15;2021 Revised 07/15/2014 ''Eo��e �„e,en,,,e„e�e ' �aoa�' 9MMJhVe4eVAk4IN" REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS I y V5/ .. Product ii Manufacturer: . ` y. . 1 Fabricators, w .- . Po>rsra iWir fatmlNON HVHZt" Florida Product Approval # 20745,1 EMAX RIB 26GA i-'Ity AL Bulingde ZQf76' ed.} pliant wrtr Flar�da Pcod�ct ARroit Rule f3G20- ' Co'mn' rat # [ ys#dne:C rtr r+ a#rote 01"'roduct-.V"`: IIAX R1h--,k of=Paget F8 pec.,1 '►Q7. Y erd strength ,16 W1 6`9016 4901 0p *0-4-c x ; 16 Coverage Cvrrvs on tesis#an#Cori t. F Sec `15a7�E.3 . _� � _. �anN. Fastener#or ethud i A #acliment a12J-14 1-1 4 Near Naas er Head,sef -+�ri1[iog=scre r v ' h WSW to.penetmte ;m!n._thru f of mof sWPport{thru ftarWe ofs#eat purlins) fastener dor Method 2�A tachrnen#r 14 X`7*hex-tiNas"her Head' self dr HtM-screvur witI 1A�$W to _0 10%3C4 £K»�n,fihru bottQn otsupport #hru flarge�o #Qe[;:pr=1 .�-.$). �-.,. �.. Q I Unclerla mel : To b comphant,vuath fBCPS�c", SOZ- 1a Sope.5hali foie rn comptancerw�th SBC Instait Defa�is.- T�lbte'A; Atio�nrabta Loads- I�tt�THQ�i f�D 2 r : MQRE. Reerer>Ce aata.4 aRCHITECTQtAl.TESTING,tNC:TST iQ#:152 . j 1SIT11 1592 05.: esk t epor SZ7 1 ,- 60-44, At f Equiva�enCtl The nSFn+f E1592-Q5 IS_EtUI'VALE1�tT Tif3 7ES �7ANDat�b�5�it�3592-1� *DES1Gt�I.PRE URE Sa ET A TQE .n r t;e'#ificate of..lrutgpendence Locke Bowden,P E.daes,na hav nc�tw„tt acquiire a finaitaal rn i cait»PenV ii�ar�uf cturErig or dis r buten pradu oder htsr va[uatidn. � ti s E t[ t 14i"wder,�V,_is nofi awned;operated--ar;cordralfedby anyr cgr "der hTis ,reporter 22 5 x FL2Q,7,45c 1 �EMAX Ri1't� (��?GA'Sfe�I}, 3�" Wider Roof Panel �_.�:C3e#ails; Liriitatiins 1 Ur derlayrrient to tie compliance with current,Flpnda Building Code(FBr✓201$7 6 ed 2 Mrrumurn slope fa be complranf Wirth Florida Bu�idrng Lode 20F1X f'�ect,and perwtt Manufacturr~Ys rnOtalla�vnreference, 3 Products are comp(rarrt foT Stafe of t=londa product approuat per Rute 61 a2O Gomphanee Met[�od f 4 t_ngtneenng anet# r fc2r"protect,specrf,C."' ppro a E�y,loc C:aufha"rides w1�6 isdrefran is allowed liSrofher Keqfstered engineers 5' Fire Glassificafron=isnot partsaf"this acceptance h ar':draptiragnyvalues e e ctutsrcie tars report. 6 Support framrng-�ri...', pliance v IFBG>2Q1�6? ed, chapter 22 steel,Chap er23 4Nood and Chapter t6EStruciural LcSa rng, 7.Thi s.reportdoes:not ripply wargant}T,rnstaiiataonx rect?mmented prodret tls ,oufsrrfe tifthis repoFt.. ,, ltd=:71E'limtYtl�tf �1dz;H1tltir.V�rf&fF4.iQ+"' 7r�1+gcrxcvr�ti7AK,trt Iip&teueditV�; t�tebTa.�Na*�w i�ibA,far�serng . Ali, " 2 -y I '�ldAXRD PdR?1 - �fOt�1ElTK�/ra91 V 9 ? -- 3_ '3newhYf3f1;-.. i i I � L FL#: FL 20745.2 j Date: 6/17/16 � Report 16o -PBR-36W-S6S-ER C U�K Enln ri ! Speciatti StrLflcwrdt encaineering CBUCK,Inc.Certificate of Authorization##81064 Manufacturer: Extreme Metal Fabricators,LLC. Product Name: PBR MAX I Product Category: Structural Components Product Sub-Category Roof Deck Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "PBR MAX" Description: 1-1/4" rib height, 36" wide, 26 gauge steel, panel mechanically attached to Steel Purlins with screws. I Product Assembly as Refer to Page 4 of this report for product assembly components/materials&standards: Evaluated: 1. Roof Panel 2. Fasteners Support: Type: Steel Purlins (Design of steel support and its attachment to support framing is outside the scope of this evaluation.) Description: • 16 Gauge minimum • Yield Strength: 50 ksi minimum Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure(ASD): Refer to Table A (Refer to"Table A"attachment details herein) I� Ir I 11 i FL#: FL 20745.2 Date: 6/17/16 Repo� Page rt No.: 3 of 74-PBR-36W-S6S-ER � UC Eninerin Spt�claltty St>rUC=tUrc-J1 EnC2Id"a�IEPan � CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05 — Test Method for Structural Performance of Sheet Metal Roof and Siding Systems By Uniform Static Air Pressure Difference Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Diaphragm and axial load capacity is outside the scope of this evaluation. Conditions of Use: a This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s)which include"Limitations and Conditions of Use"throughout the report in accordance with Rule 61G20-3.005. Per Rule 611320-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval'. • Option for application outside"Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building. Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 611320-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure,site specific or permit design. • Design of support system is outside the scope of this report.Support shall be designed by others and shall comply with the FBC Chapters 22 for steel and Chapter 16 for structural loading. • Fire Classification is outside the scope of Rule 61G20-3,and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID#QUA 1824). FL#: FL 20745.2 Date: 6/17/16 Repo16-13 C UCK Engineering Page rt No.: 4 of 74-PBR-36W-S6S-ER Spscj-aff-tj Structural &X-1gIf seming CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: PBR MAX (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 36" (max.) Coverage Rib Height: 1-1/4" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Panel to Support: Type: Hex-Washer Head,Self-Drilling Screw with WSW Size: 12-14 x 1-1/4" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per SAE J78-1979 Panel to Panel (Sidelap/Stitch) Type: Hex-Washer Head Self-Drilling Screw with WSW Size: #14 x 7/8" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per SAE J78-1979 i i i FL#: FL 20745.2 Date: 6/17/16 Repo16-13 N . CSUCK Engineering Page rt No.: 5 of 74-PBR-36W-S6S-ER Spsclalttj Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8664 Installation: Installation Method: (Refer to"TABLE A" below and drawings at the end of this evaluation report.) ■ Purlin Spacing: Refer to"TABLE A"Below ■ Fastener spacing: Refer to"TABLE A"Below j ■ Side Lap Spacing(along the length of the panel): Refer to"TABLE A"Below ■ Minimum fastener penetration thru bottom of support,3/4". (through flange of steel purlins) TABLE"A" "PBR MAX"(26 ga.min.)Roof Panel attached to Steel Purlins ALLOWABLE LOADS METHOD 1: METHOD 2: Design Pressure: -45.5 PSF -105 PSF Purlin Spacing: 60" (5'-0) 24" (21-0) Fastener Spacing Across panel width): (Refer to Drawings (Refer to Drawings p g( p ) P Pgs6&7) gs6&7)' Side-lap Spacing(Along panel length): 20" 12" Span Condition: 3 or more 3 or more. Notes: • Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety oft to 1. • Fastener Attachment to Steel Supports May Be Designed By A Qualified Design Professional As Required By The Florida Building Code For Site Specific Projects. • Diaphragm and axial load capacity are not included in this evaluation. i Install the PBR MAX roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E 1592-05—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL(FBC Organization#TST ID: 1527) Report No.: F8274.02-450-44, Date: 06/17/16 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, LLC. Licensee#974 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 20745.2 Date: 6/17/16 RepoCBUCK Engineering Page rt No.: 6 of 74-PBR-36W-S6S-ER Spell jC3ltL j r4ructurc3l EnginL=L=rinq CBUCK,Inc.Certificate of Authorization#8;064 Installation Method Extreme Metal Fabricators, I.I.C. PBR MAX (26 gauge Steel) Roof Panel attached to Steel Purlins Drawings i 36"Coverage Width 12" 12" 12" Panel Profile 36"Coverage 12" 12" 12" Panel to Panel Sidelap Fastener #14 X 7/8"Hex Washer Head Self-Drilling Screw with WSW Refer to Table Afor spacing "PBR MAX"Panel "PBR MAX"Panel (Undedap) (Overlap) Panel To Support Fastener #12-14 X 1-1/4"Hex Washer Head Self-Drilling Screw with WSW Refer to Table A for spacing I Support: - Steel Purlins,16 ga.Min. Typical Assembly Profile View (Typical Fastening Pattern Accross Width-Interior) i