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1089 ATLANTIC BLVD - RE-ROOF METAL t,- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 \ INSPECTION PHONE LINE 247-5814 �JF31>r ROOF PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-ROOF-3886 Job Type: ROOF PERMIT Description: RE ROOF - METAL Estimated Value: $250,520.00 Issue Date: 5/4/2017 Expiration Date: 10/31/2017 PROPERTY ADDRESS: Address: 1089 ATLANTIC BLVD RE Number: 177616-0000 PROPERTY OWNER: Name: ASHLAND INVESTMENT, INC. Address: 7880 GATE PKWY SUITE 300 GENERAL CONTRACTOR INFORMATION: Name: ADVANCED ROOFING & SHEET METAL Michael Scott Shephard, CCC016191 Address: 2320 Bruner LN Phone: 239-939-0037 FEES: PLAN CHECK FEES $465.78 BUILDING PERMIT FEE $931.56 STATE DCA SURCHARGE $13.97 STATE DBPR SURCHARGE $13.97 Total Payments: $1,425.28 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 05/03/2017 14:40 Adv Roofing (FA()2399390037 P.002/028 o, Building Permit Application "� 1..', City of Atlantic Beach ff { , MAY - 42017 ., r • 800 Seminole Road,Atlantic Beath, FL 3223 �`y� Phone:(904)247-5826 Fax:(904)247,5845 . 1obAddress: >�w► Jdr • 1 / •• ._.. .. AiI✓ Permit Number: Lege)Descrip ion. t5-�.c�`� f,� fl� ..'ti .� Y�r, / REH ( IAC;G .3 c�.(C) ` ti Shf p {r ' rr �� � � Valuation of ar a stem nrT•st �T�11� .�j•�Heated/Coaled SF ---� Non-Heated/Cooled ~`"' • Class of Work(Circle one); New Addition Alteration Repair Move Demo Pool Window/Door R, o �4', • Use of existing/proposed structure(s)(Circle onerCEcarneal Residential • if an existing structure,is a fire sprinkler system Installed?(circle one): Yes •:. • • Submit a Tree Removal Permit Application 1f any trees are to be removed or Affidavr of No Tree Removal r✓/- t Describe In detail the type of work to be performed; Florida Product Approval# '� . for multiple products useproduct approvel.form O. le informatlo ,45i'1-4-,i.a.0J,l'rl'i(.t' jr Name: JJ1 li t i .Address:.')20 g w: ✓ .3t. p - City ,; State P. Zip ,c, Phone ' E•Men }r '=i. ' . .1+G,"�i s , e:. Owner or A: -nt.(If Agent,Power of Att.may•r Agency Letter Required) •1 • , 1 • 11 a •1 . Name of Compeny 0,7 ;�/ f.-.e ' .—Quali ying.Age t: 1271. 2 /,' ' • . ./ / ••..,4 4'-,'4g,f Address .. +. If a _:�, Cit ..1.11�._ QLN1.w. .State . irlrl 2i• Office'Phone .'— q -• ';-t j Job Sit:. a tact Num? 111ri ft_...e.c..i State Certi kation/Registration# r 6/1 p/4 l E-Mail air�t�r, � f , Architect Name&Phone ff Engineer's Name&Phone-tf-•-- Workers Compensation Exarnpty Insurer/Lapse Emproyout/Expiration Date Application Is hereby made to obtain a permit to do the.work and Installations as indicated.I certify that no work or installation has commenced prior to the issuance,ora permit and that all work Will be performed to meet the standards of all the laws reguletiong construction in this jurisdiction,i understand that a separate permit must be secured for ELECTRICAL WORK,PLUMRING,SIGNS, WELLS,POOLS,FURNACES,ROII,ERS,HEATERS,TANKS,end AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating caristturtfbn and zoning. . WARNING TO OWNER: YOUR FAILU E TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYI GICE FORPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINAN IN , CONSULT,WiTH YOUR.LENDER OR AN ATTORNEY BEFORE RECORDING YOU, 6rlCIE. F //{ 1fy'iENC M /;,,, ,.(._/—/ i(t r, A__ (Signatitr)krdcvnerorAgentincludingCoritrac ora (Signature of.Contractor) Signed and sworn to(or affirmed)before me this. day of ned and sworn to(or affirmed bef,re ma this • •ay of 3/7:by — ..P11 ,y it ...if -, e. 4 "WOW• ' ".I 4 I r- (,------igs---signature of Notary) ,/4`I �,r�+�!�t'�S;I'a .ry • i . f' TERE9ABUAKE OY LYNNt?I3RIMALPI �. , b. 12atary Rublle=Slate ci F10rlde ,r . I MY COMM4S8ION 0 FF 170443 . Commission #FF 900237 t i;a• . - EXPIREe;March 23,2019 , -:,,f..i ,�. . s; ersonally Known r ,, t gy�d ThN f okay Pub Und"�111°' Personally Known• ;r_,�- ,, My Comm.Expires Feb 14,2020 ( I Produced Identle„,.•.-- ,..:_— . . ) uced ldantiflcei. ' 1 ' 9o11dedtNpllphNatloAa1NotaryAsun, • Type of identification: TYpe.of Identification: 05/03/2017 14:41 Adv Roofing (FAX)2399390037 P.006/028 ADVANCED ROOFING AND SHEET METAL "Your Roofing Professionals Since 1980" A Division of Advanced, Inc. LIC. CCCO1619I Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 POWER OF ATTORNEY!AUTHORIZED AGENT This power of attorney form only allows for the authorized person to apply for, pick up, and receive permits. KNOW ALL MEN that I Michael Shephard do hereby constitute and appoint my true and lawful attorney-in-fact to apply for/receive from the City of Atlantic Beach to sign for the above escribed building permit. 1. Chantell Rodriguez Chevalier 2. Juan Pablo Cruz 3. Maritza Shephard 4. Don Herzing 5. Alex Hernandez Authorized attorney-in-fact set forth in the Power of Attorney as stated above. Signature of Qualifier State of Florida, County of Swopto nd subs 'bed before me this _e day of rR� 1-�-- , 2017 By("2,44,(- ,' ! who is penally known to or has .rvdticed � -s identificatio . Allii.at1/ . A SI /' �. Sjgnatu e, Nota• Put 1 St. - of Florida - I c ( opum,e,,, JUDY LYNNE GRIMALDI 1 --/ G ' �•� -� �:,t NolarY Public •Stale of Florida • • Commission a FF 960237 Name of No ary•rinted,Typed, or Stamped )� = My Comm.Expires Feb 14,�61>�) -"";,t , Bonded through Natbna!Notify AW. "Q10444 Pari f)4o o n 47lie "iI$ a1 Advanced Roofing & Sheetmetal acizoinf. Soufliugpal47!a4ida /980. 239-939-4412 -Fox:239-939-0037. 1-888-386-44/2 • www.advancedroofngandsheetmetal.com r 05/03/2017 14:40 Adv Roofing (FA){)2399390037 P.003/028 Doc # 2017100029, OR $K 17964 Page 1544, Number Pages: 1, Recorded 05/01/2017 at 11:33 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 .00 NOTICE OF COMMENCEMENT I HEREWITH GIVE NOTICE IN SECTION 713.13 FLORIDA STATUTES THAT IMPROVEMENTS,DESCRIBED AS ROOFING MITERIALS AND LABOR WILL BE COMMENCED AFTER RECORDING OF THIS NOTICE UPON THE REAL PROPERTY SITUATED AT THE FOLLOWING ADDRESS: ASHLAND INVESTMENTS INC _ PERMIT# FOLIO# 177616-0000 LEGAL DESCRIPTION FOR SAD3 PROPERTY BEING AS FOLLOWS; PT RECD OIR5306-720,5806-2223 � 3$- 2S- w.IE 11. y$7 , 13 DG LAS'tr0 Y F e , t Cyra� t OWNED BY ASHLAND INVESTMENTS INC r 10 8 q hf1 qnt+G (3E✓,ti FG- 3ZZ77 ADDRESS 7880 GATE PKWY SUITE 300 ACKSONVILLE, FL 32256 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER(IF OTHER THAN OWNER): THE FIRM MAKING SAID IMPROVEMENTS UNDER DIRECT CONTRACT(S)IS; CONTRACTOR'S NAME: _ ADVANCED,INC,dba ADVANCED ROOFING&SBEE NEETAL CONTRACTOR'S ADDRESS: 2320 Bruner Lane Fort Myer Florid 33912 THE NAME AND ADDRESS OF THE SURETY ON THE PAYMENT BOND IF ANY AS PROVIDED UNDER SECTION 713.13 FLORIDA STATUTES IS: AND THE AMOUNT OF SUCH BONr)IS$ THE NAME AND ADDRESS OF THE LENDER IS COPY OF NOTICE TO OWNER AND OTHER DOCUMENTS AS PROVIDED IN SECTION 713.13(1)(A)7 AND SECTION 713.13(1XB)FLORIDA STATUTES IS ALSO TO BB SENT TO:PAR BUILDERS:1083 S BELCHER RD.,LARGO FL 33771 AS DESIGNATED BY OWNER. EXPIRATION DATE OF NOTICE OF COMMENCEMENT; (1 YEAR FROM DATE OF RECORDING UNLESS SPECIFIED DIFFE' DRIVER'S LICENSE# �f ��� , .1110 SIGNATURE OF OWNER/AUT •RWZED 'I ct ER PRINTED NAME OF OWNER/AUTHORIZED SIGNER 7880 GATE�PARKWAY suiT 300 ADDRESS OF OWN>?tt/AU � THO ►GNER STATE OF COUNTY OF OF SWORN TO AND SUB SCR,MED B,E36RE ME THIS_ DAY OP ¢p•ri� / • PRODUCED BY 4.17"A K Int T . •O WHo IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED "L'-114) AS IDENTIFICATION. SIGNATURE OP DEPUTY CLERK SIATUREOF NOTARY PURL PRINTED NAME OF DEPUTY CLERK PRINTER :.. i, MY COMMISSION B FF 179443 -44N • EXPIRES;Meth 23,2019 - .. ',P � Bonded TAcu IkCuY Fmk UndrrvntiM 05/03/2017 14:42 Adv Roofing (FAX)2399390037 P.0101028 y V V V V U V a, to to a L W '/. W N N N N l', N N N F' H �"� h+ r� T T p n m Y w y m t m v r "' Q4 Qq ,1 no ? 4 i' l .. 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N -Id N N N N N N N y 6 `,��I�xYY'[[. j ' q .. 1 T h+ ti,' .d N W L 6 W 6 m m55555555 5 5555554 Nt tii N b b kr, Ln b b b b b b b b b b R 05/03/2017 14:46 Adv Roofing (FAX)2399390037 P.020/028 EVALUATION REPORT OF ALLSOUTH PRE-ENGINEERED COMPONENTS,IJLC 'APEC 324 PANELS' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 15997.2-R1 STRUCTURAL COMPONENTS ROOF DECK Prepared For: AllSouth Pre-Engineered Components,LLC 985 Technology Dr. Dothan,AL 36303 Telephone: (334)699-8394 Fax: (334)699-8395 Prepared By; Bala Sockalingam,Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) � dCkA4��1i, ' Load Span Table(l Page) P • �N . ` . '• GEN •,Qr •+` �P•••\,� `5�..•T?�,o�i Na• 62240 • *1 • • .. • • M Y • . F • Report No. 02008-2 O STATE OF • h� Date:3.30.15 r �••'�< 9 R 1 t?,P:NY:I' 05/0312017 14:46 Adv Roofing (FAX)2399390037 P.0211028 FL 15997.2-RI C2008-2 3.30.15 Page 2 of 3 Manufacturer: AilSouth Pre-Engineered Components, LLC(APEC) Product Name: APEC 324 Panel Description: Standing seam panel with 24"wide coverage and 3"high ribs Materials: Min 24 ga. with galvalume coated steel(ASTM A792) (Fy=50 ksi). Support Description: Min 16 ga.,50 ksi steel section(Must be designed by others) Slope: 1/4:I2 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 61.1 psf @ support spacing of 24" o.c. with RollLokTM Seam 28.3 psf Q support spacing of 60" o.c. with RollLokTM Seam 85.5 psf @ support spacing of 24" o.c. with TripleLokTM Seam 42.8 psf Q support spacing of 60" o.c. with TripleLokTM Seam 108.8 psf @a support spacing of 24" o.c. with QuadLokTM Seam 53.9 psf(support spacing of 60" o.c. with QuadLokTM Seam Panel Attachment: MPS clip with(2) 1/4"-14 x 1-1/4" long SDS per clip at each support Test Standards: Roof assembly tested in accordance with ASTM E1592.01 'Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design, The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on APEC load span table. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Reports ENCON Technology Inc. Project No. Cl672-1,Reporting Date 4/2/2002, Revised 9/29/2009 Project No. C1672-2,Reporting Date 4/12/2002,Revised 9/29/2009 Project No. C1672-3,Reporting Date 4/12/2002, Revised 9/29/2009 (APEC is authorized to use Building Research System's Test Reports) 05103/2017 14:47 Adv Roofing (FAX)2399390037 P.022/028 FL 15997.2-R1 C2008-2 3.30.15 Page 3 of 3 FM 4470 Test Report ENCON Technology Inc C1669-1, Reporting Date 9/30/09 (APEC is authorized to use Building Research System's Test Reports) 0510312017 14:47 Adv Roofing (FAX)2399390037 P.023/028 "611.1.1 .1......P..."1111.1141"1"6" Force Ertgincccing&Testing Inc. 19530 rtamblmvood Drivc H u m bta,TX 77335 Product Evaluation Report ROOFHUGGER SuperLok 16-24 over Roof Hugger Re-Roofing System Florida Product Approval #9352.5 R3 Florida Building Code 2014 Per Rule 61G20-3 Method:1—D Category:Structural Components Subcategory:Roof Deck Compliance Method;61020-3.005(1)(d) NON HVH2 product Manufactg r: Roofhugger P.O.Box 1027 Odessa,Florida 33556 EnainQar Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 i yg(dator: Locke Bowden,P.E,,FL#49704 9450 Alysbury Place i Montgomery,AL 36117 jtants; Evaluation Report Pages 1-4 I ,0 1.1.11 Mole ole�� ,,����f tt••�S F. ,�V0 i'y • t y,*Pe . I ,,,,.j ::: lir _ •e• STATE OF ;ap C 01.Ite1•••AZ 0 R1 b P', ��4j�� A&Drrus •r�i�-SS,., .•',. '�%.4 FL#9352.5 113 April 7, 2015 05/0312017 14:47 Adv Roofing (FAX)2399390037 P.024/028 Force Engineering&Testing Inc. 19530 Rnmblowood Drivc Humblv,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504,3.2,1504.7. Product Description: Retro Sub-Purlin Roof System for the purpose of re-roofing over an existing roof without removing existing panels. Superlok roof panel over Roof Hugger over existing PBR roof panel. Existing Roof Panel: Min.26 Ga.POR panel, 36"wide, 1 W tall major rib at 12" O.C. Roof Hugger:Standard Model C,Min.16 Ga.,Min.1.R30"tall Roof Hugger Spacing:5'-0"O.C,,2'-6"O.C. For 2'-6"Roof Hugger spacing,16 Ga. Integral Sub-Rafters at 24"O.C.are used(See Details). New Roof Panel: Min. 24 Ga. SuperLok standing seam roof panel, 16" wide. SuperLok manufacturer MBCI,L.P.,a division of NCI,L.P. Panol Materiel/Standards: Material: Steel conforming to Florida Building Code 2014 Section 1507.4.3. Paint finish optional. • PBR: Min.26 Ga.steel,0.0185"thick SuperLok: Min.24 Ga.steel,0,0230"thick Roof Hugger: Min..16 Ga.steel,0.0600"thick 16 Ga.Integral Sub-Rafters: Min.16 Ga.steel,0.0600"thick Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014,Section 1507,4.3. 26 PBR Panel Minimum Properties: SECTION PROPERTIES NEGATIVE MOMENT POSITIVE MOMENT PANEL Fy WEIGHT lxe Sxe Maxo ixe Sxe Maxo GAUGE (KSIL (PSF) (IN.4/FT.) (IN.3/FT.) }KIP-lN.) (INA/FT.) (IN.3/FT.) (KIP-IN.) 26(0.0185") 8O ` 0,94 0.0305 0.051 1.6297 0.0375 —0.0376 1,35 Roof Panel Clips: Superlok:Sliding clip assembly Corrosion Resistance:Per Florida Building Code 2014 Section 1506.7 Panel/Clip Fastener. Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,1507.4.4 `,`,�tittlitl���i e �41.• C E N s 8' f, 41 4 • • mo. • . 411 • ••• STATU4P ;a Ts0.• 14'x O RI IN I' •44, •'fit wr1»r& �/ 4 •. • �y .%. iso i#'#s1"OW A 4• E'1►���� FL#9352.5 R3 April 7, 2015 05/03/2017 14:47 Adv Roofing (FAX)2399390037 P.025/028 I, Force Engineering&Testing Inc. 19530 Rnmblewood Drive Humblc,T?77338 Substrate Description: Mtn.16 Ga.Steel Framing at 5'-0"O.C.. Framing must be designed for additional loads of the new roof panel and Roof Hugger system and in accordance w/ Florida Building Code 2014. Design Uplift Pressures: Table"A" . Maximum Design Pressure: .47.5 psf .80.0 pat I Super1.ok Clip/Roof Hugger Spacing: 5'-0.O.C, 2'-6"O.C. Integral Sub-Rotten Spacing: NA 2'.0'O.C. •Design Pressure includes a Safety Factor•2.0. El Code Compliance: The product described herein has demonstrated compliance with The Florida Building Coda 2014,Section 1504.3.2,1504,7. Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61G20-3. 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. • FM 4471.92-Foot Traffic Resistance Test. Reference Data: 1, ASTM E 1592-01 Force Engineering&Testing,Inc.(FBC Organization d T5T-5328) Report No.193-0189T-07A,8 Dated 06/07/2007 2. FM 4471-95,Section 5.4 Foot Traffic Resistance Test FM Approvals,LIC Report No.3005245,Dated 07/24/2000 3. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization N ANE ID:1920) Test Standard Equivalency: The ASTM E 1592-01 test standard Is equivalent to the ASTM E 1592-05 test standard. The FM 4471-95,Foot Traffic Resistance test standard is equivalent to the FM 4471-92,Foot Traffic Resistance test standard. ,100111111, • ,..._..„ . ;. q. t c! N34, -x!10 42 t3o.414 V .\...j .o. SPA111O1 ;a; ;wormed II ir F •., 0 R I�?, •plt4:4 FII#9352.5 R3 April 7, 2015 05/03/2017 14:48 Adv Roofing TAY}2399390037 P.026/028 Force Engineering&Testing Inc. 29530 Rombtewood Drive Humblc,TX 77338 Quality Assurance Entity: The manufacturer has established 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014,including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: install per manufacturer's recommended details. Insulation: Manufacturer's approved product(Optional) Roof Panel Fire Classification: Fire classification Is not part of this evaluation. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steal,and Chapter 16 for structural loading. t.t%%ttS11tassito ,o% 4,11•Ct€.P.jpo,/., ti.., q.4 ‘c a N s 47,..t.01, �j ` No.4n}'g` L:42i14 @yLd r Z •+•: STATE OF ;er Zs .4,,, 4, - . v i� •v IF ..•. , , rYrn .4,1 ORAL 111►1 ,0% FIX 9352.5 R3 April 7, 2015 05/03/2017 14:48 Adv Roofing (FAX)2399390037 P.027/028 REEF HUGGERS 5 ' -- 0 " D1C1 SECTION A—A @ PURLINS ?4C,stififfitLD W I6 CA Ht6v MlChf•R R 7'-0' ?r, ,,=�,wr+..�►y�wr�l�r ��.r.rw,'. . I lyAl 111 111rey . _ AIM111.11f, W P1 PAN(L, I2-1a-12 (2) 112.14 x I-1 >~v�i PEN te, i'niT1:r,F,lt Pn 1C 1 INTO StWPt1RTS 16 OA. SUPP0.4T1 Q 9 a• OL �'a^11111oo ,s' Nva II�� b • t /r '• w • r • � :*; • • Y T. '•I • • k: w�•r •�,OR1+P \$ 110,01 kalde O,OA. 1 NT70 APR 0 7 2015 05/03/2017 14:48 Adv Roofing (FAX)2399390037 P.028/028 R. DF IH-IUGGERS 2 ' - 6" 0, C , SECTION A-A (2 PURLINS IG W.Roti kulIGC4 P e.-e' pC, t� GA, :Irmo( IG• vl0; ��% \\ •\ -; __.. -._..`___- 16 GA• }ini4 @ Y-0. OC GA.Pin PAM. If<-1_ ZS (aj 612.14 1-1 War PCR LOV 11e tin ttlRwcur rtiSIINCR PAI?C>iN IH o sstPPCRi$ s 4 5'-c• UC, (I) •los 1' PAHI;AIc%TRO$RIJIIC I1:000R NM EVERY Or SECTION B-B @ MIDSPAN eI CA svr'cletnti w vlo' IS GGA. R(Iot tnICGLR e 2.-6' CC. !Ir�!1i► 'iil�wl��i`� fi�� i- womo.„---0...w) vll rr-vmm wr. rrv'uwerwi, Ib GA lois e R.-0' ac. as CA PIR PAKL. 1i-la-it (l) •12-1i w 1-i MAI PCR Lev <11 117 K 1' FIVH/RAH ROUT FASICNCR PAITCRN rRCH ARV ittIR CR INTO tiAi INROCR ROO P1 I I, (I) s10 1r I' PAKAKC CR@I Rppf HIU CtP INTO EVERT HAI tttltil,'i ,,,i iNGE E. Gy Wei,'. ,g-,..• t EN 'r ' . 41'. ' x .3445er r \•• !MeatRor101 ,Jf11HIti11 AtIA APR 072015 ' r �d,,. l„, \ ATLANTIC BEACH —:') --) PERMIT RECEIPT `:' F31>`" May 4, 2017 PERMIT DESCRIPTION: RE ROOF- METAL PERMIT NUMBER: 17-ROOF-3886 ADDRESS: 1089 ATLANTIC BLVD OWNER: ASHLAND INVESTMENT, INC. CITY OF ATLANTIC BEACH 800 SEMINOLE RD PLAN CHECK FEES $465.78 ATLANTIC BEAC,FL 32233 05:04 2017 16:03:58 BUILDING PERMIT FEE $931.56 CREDIT CARD MC SALE STATE DCA SURCHARGE CARD s XXXXXXXXXXXX6455 — $13.97 INVOICE 0008 SEQ#: 0006 STATE DBPR SURCHARGE $13.97 Batch#: 000554 Approval Code: 059613 Entry Method: Manual Mode: Online Totals: Tax Ante: $0.00 $1,425.28 Card Code: M SALE AMOUNT $1425,28 CUSTOMER COPY . 1:77./r� City of Atlantic Beach APPLICATION NUMBER �s r i 1 till 01 tiiii. \ Building Department (To be assigned by the Building Department.) r 800 Seminole Road j `�`Roo p. -388 3 8�2 j., s Atlantic Beach, Florida 32233-5445 ` ` V 50 Phone(904)247-5826 • Fax(904)247-5845 ���j? E-mail: building-dept@coab.us Date routed: 5/3 11 7 City web-site: http://www.coab.us I APPLICATION REVIEW AND TRACKING FORM Property Address: I DE3 I R-ic AJyt c [ f() De ent review required Yes /No uildin 1/ Applicant: ( \t AiveeD RcOFa I- &Ge'- Planning &Zoning ,n/� &,TA c, Tree Administrator \ Project: t V t`'CA L. ROOF / v ` Public Works Public Utilities Public Safety Fire Services Review,fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ pproved. ❑Denied. I (Circle o e. Comments: CAec tz , r1 I' I, 5 i-e'S S ,7n@c4 pet /4y f p''�'US �-. v BUILDIN PLANNING &ZONING �/y� Ss. //7 Reviewed by: / � ` Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 r-v;�% Building Permit Application �t; � �- FILE COPY w`, ' :: , ai` City of Atlantic Beach ; �b a �\, 800 Seminole Road,Atlantic Beach, FL 3223 /O .� r 1°, Phone:(904)247-5826 Fax:(904)247-5845 . iJ� 0g9 rj� 0 C.:� All(ermitNumber:JobAddress: �' // // Lj r� l begat Description 3g-2.5 2 t K J18 DL rnYFQyrpy' g'.1/)'-1- RD; I-1 Cb eve__ .5 _,/,...-72,0,50.,a, ��mm Valuation of Work eplacementTost -00 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door i c,`p • Use of existing/proposed structure(s)(Circle onerCommeal Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes IllteticL, • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavi of No Tree Removal r✓/-rel in detail the type of work to be performed: Florida Product Approval ti u for multiple products use product approval form Property Owner Information 4.5/fu--/1 .'c0,l�1:(Ct Name: ALl{nel inV-ejt/hPa.) -Vi tW> lib Address: 7 'D & toyjave City, rc .fin )/171._x__ State t Zip 3 2.7_6-C- Phone E-Mail 1.. /. n / _ 0 . a. s ' _ - r-)/Ni Owner or A:-nt(If Agent,Power of Attorney.r Agency Letter Required) Contractor lnformati•i l\char eec! c�,-, A_nd S h e+ rne.44 Name of Company ANC , %4+., (2_ Quali ging Age t: 7 ' /P �" •' Address le?. Cit „r I . _ State .,i Zip _ ItOffice Ph `"I— 9L - (- L-� 1 /2- �3 Job Sit:• o tact Num eb w k 0 ,e- State Certification/Registration 11 e C C O H p 1 / E-Mail .• '777A_,vI 0 diftfl4 r---L - (1-) iLl Architect Name&Phone ti--- Engineer's Name&Phone-14----- Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as Indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating constructibn and zoning. . WARNING TO OWNER: YOUR FAILUE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR FMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING;CONSULT;WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUt 6TIC'E,7F G I IENC M 4 ;/ „. ../ ),-/ (Signature-of Owner or Agent Including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me thisg_ day of�', ned and sworn to(or affirmed before me thhis/3 ay of -7,by 7-' , y th4e, Y lay - /�-- (CV/rr (Signature of Notary) • 1 "n• •r oi2ryl. ..- . ,. , 1 "'Va" BUOY LYNNE GRIMAI 01 • .0;;,V„,,,•., TERESABURKE , `�` �e” .3 • MY COMMISSION II FF 179443 ',.:0- Notary Public-Slate of Florida '!� • '' '`- Commission #FF 960237 �4_ EXPIRES:March 23,2019 ,s• r ',el Personalty Known�i.;:o;..o;. Bonded ThruNotary Pubic undenmiers Personally Known 1 ';3, o , My Comm.Expires Feb 14.2020 t� ) oduced Identiflcat on,,`'yf''''t'''' Bonded through National NoluyAssn. I )Produced Ideation. .' v o --- — --- ' T Type of Identification: Type of Identification: ADVANCED FILE COPY ROOFING AND SHEET METAL "Your Roofing Professionals Since 1980" A Division of Advanced, Inc. LIC. CCC016191 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 POWER OF ATTORNEY/ AUTHORIZED AGENT This power of attorney form only allows for the authorized person to apply for, pick up, and receive permits. KNOW ALL MEN that I Michael Shephard do hereby constitute and appoint my true and lawful attorney-in-fact to apply for/receive from the City of Atlantic Beach to sign for the above escribed building permit. 1. Chantell Rodriguez Chevalier 2. Juan Pablo Cruz 3. Maritza Shephard 4. Don Herzing 5. Alex Hernandez Authorized attorney-in-fact 0"( asset forth in the Power of Attorney as stated above. Signature of Qualifier State of Florida, County of Swoq1 to/and subsc ibed before me this ,. day of /J'���r�— , 2017 By/ ),�%'cam(_-'�/ C �, who is p onally known to n-lOr has produced (fYas identification S�gnatu'e, Nota r Public/St-te of Florida ,. P�, JUDY LYNNE GRIMALDI "6((d==;7--- , ?�`�B`�s Notary Public -State of Florida Name of No arydrinted,Typed,or Stamped 4 `, �' Commission Expires a FF 960237_1 —� �f��� o;; My Comm.Expires Feb 14.��+� '" t " Bonded through National Notary Assn. 0 di/0u4 Roo/i9, AzoleadilTKQ.I.S rr The Advanced Roofing & Sheetmetal deu uy Saahwai 4lo,tic dice 1980. 239-939-4412 • Fax:239-939-0037 • 1-888-386-4412 • www.advancedrooftngandsheetmetal.com 2320 Bruner Lane • Fort Myers,Florida 33912 • State Cert.#CCC016I91 uoc It GUI /luuuLy, Vx .b.n. i /ynzl rage , Numoer rages: 1, xecoraea 05/01/2017 at 11 :33 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 // P r/11(// -N' /7- Poo / — 3 2J 6. NOTICE OF COMMENCEMENT & AA I HEREWITH GIVE NOTICE IN SECTION 713.13 FLORIDA STATUTES THAT IMPROVEMENTS,DESCRIBED AS ROOFING MATERIALS AND LABOR WILL BE COMMENCED Al 1 ER RECORDING OF THIS NOTICE UPON THE REAL PROPERTY SITUATED AT THE FOLLOWING ADDRESS: ASHLAND INVESTMENTS INC PERMIT# FOLIO# 177616-0000 LEGAL DESCRIPTION FOR SAID PROPERTY BEING AS FOLLOWS: PT RECD O/R 5306-720,5606-2223 , 3g- 2S- 2.9 5. 11. `i g 7 , 13 DE Ca S i-r0 Y F erre✓ &Ico,v1 t OWNED BY ASHLAND INVESTMENTS INC f D$q +1 gntrG El✓di fL 3z23? ADDRESS 7880 GATE PKWY SUITE 300 JACKSONVILLE, FL 32256 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER(IF OTHER THAN OWNER): THE FIRM MAKING SAID IMPROVEMENTS UNDER DIRECT CONTRACT(S)IS: CONTRACTOR'S NAME: ADVANCED.INC.dba ADVANCED ROOFING&SHEETMETAL CONTRACTOR'S ADDRESS: 2320 Bruner Lane Fort Myers Florida 33912 THE NAME AND ADDRESS OF THE SURETY ON THE PAYMENT BOND IF ANY AS PROVIDED UNDER SECTION 713.13 FLORIDA STATUTES IS: AND THE AMOUNT OF SUCH BOND IS S THE NAME AND ADDRESS OF THE LENDER IS COPY OF NOTICE TO OWNER AND OTHER DOCUMENTS AS PROVIDED IN SECTION 713.13(1)(A)7 AND SECTION 713.13(1)(B)FLORIDA STATUTES IS ALSO TO BE SENT TO:PAR BUILDERS:1083 S BELCHER RD.,LARGO FL 33771 AS DESIGNATED BY OWNER. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (1 YEAR FROM DATE OF RECORDING UNLESS SPEC1.IED DIFFERE DRIVER'S LICENSE# r � � /� ' 01110 SIGNATURE OF OWNER/AUTRORIZED I( �VER /��f tv5y�GL Lc)/v/i Ai �c.�1 PRINTED NAME OF OWNER/AUTHORIZED SIGNER 7880 CATE PARKWAY SUITE 300 JACKSONVILLE FL 32256 ADDRESS OF OWNER/AUTHOIRIZED SIGNER STATE OF 0,7 ,-,- COUNTY OF 612J SWORN TO AND/ SUBSC• I: D BEFt'RE ME THIS DAY OF BY /14,214 C h'1/�1 r ll.•�� WH IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED • _ AS IDENTIFICATION. SIGNATURE OF DEPUTY CLERK SIG ATURE OF NOTARY PUBL C PRINTED NAME OF DEPUTY CLERK PRINTED . w . ::� • , := MY .MSSN R FF '••mo :a EXPIRES:COYIMarch 23,1270944319 • ......... Be.ded lbtu Notary PutSc Underortiters t.rvc it zv1 /1vuu , OK 1:5n 1/yn4 rage 1544, Numner rages: 1, xecoraea 05/01/2017 at 11:33 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 PeiIn / -1 /7- Roo 7e'- 3e- NOTICE OF COMMENCEMENT 111 CC Z I HEREWITH GIVE NOTICE IN SECTION 713.13 FLORIDA0 0 0 STATUTES THAT IMPROVEMENTS,DESCRIBED AS a 1- j ROOFING MATERIALS AND LABOR U WILL BE COMMENCED AFTER RECORDING OF THIS NOTICE UPON THE REAL PROPERTY SITUATED AT THEOR 0 WILL mom ADDRESS: ASHLAND INVESTMENTS INC WzOf) co PERMIT# FOLIO# 177616-0000 C CO z LEGAL DESCRIPTION FOR SAID PROPERTY BEING AS FOLLOWS: �' O PT RECD O/R 5306-720,5606-2223 , 3e- 2S- 2.15. ti.Lis-7 , 15 D L GaStr0 Y F e f(0610 V OWNED BY ASHLAND INVESTMENTS INC 1a 8 q hal gnt;G Qlvd' FL 32231 Z Q ADDRESS 7880 GATE PKWY SUITE 300 JACKSONVILLE, FL 32256FO W I NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER(IF OTHER THAN OWNER): 113 N THE FIRM MAKING SAID IMPROVEMENTS UNDER DIRECT CONTRACT(S)IS: C.) . . CONTRACTOR'S NAME: ADVANCED.INC.dba ADVANCED ROOFING&SHEETMETAL l•. CONTRACTOR'S ADDRESS: 2320 Bruner Lane Fort Myers Florida 33912 — Q O .J Z 52 G. THE NAME AND ADDRESS OF THE SURETY ON THE PAYMENT BOND IF ANY AS PROVIDED UNDER SECTIOI>il1g30 .1". FLORIDA STATUTES IS: Oal F O� 0 AND THE AMOUNT OF SUCH BOND IS S W i 000.10 O THE NAME AND ADDRESS OF THE LENDER IS z 0 Z E . COPY OF NOTICE TO OWNER AND OTHER DOCUMENTS AS PROVIDED IN SECTION 713.13(1)(A)7 AND SECTIg < g 1 713.13(1)(B)FLORIDA STATUTES IS ALSO TO BE SENT TO:PAR BUILDERS:1083 S BELCHER RD.,LARGO FL 3Q 7� [t 1 m AS DESIGNATED BY OWNER. W 0w 5. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: 00g (1 YEAR FROM DATE OF RECORDING UNLESS SPECIFIED DIFFE' 0• ' W t ..1 Q DRIVER'S LICENSE# - SIGNATURE OF OWNER/AUTFIORIZED I et EER /94Nyi-Gl_ /•✓i'%/ VC 4--!1 PRINTED NAME OF OWNER/AUTHORIZED SIGNER 7880 GATE PARKWAY SUITE 300 JACKSO yylLLLE FL 32z50. ADDRESS OF OWNER/Au i HORIZED NER STATE OF fie i-e"id y COUNTY OF PJ , ee/ Sq SWORN TO AND SUB C B F RE ME THIS DAY OF /1'I / �ir BY /�m-,dd 1./� /....).%tif d T r I. WH IO S PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED it)ar AS IDENTIFICATION. SIGNATURE OF DEPUTY CLERK SIG ATURE OF NOTARY PUBLIC .� ialv•-e PRINTED NAME OF DEPUTY CLERK P' I 5'•--- = =4-;"A: ;iii` -_ .Ts, MY COMMISSION#FF 179443 4J EXPIRES:March 23,2019 'x.:#;,i�•' Bonded Thru Nob?PubicUnderw+ders EVALUATION REPORT OF ALLSOUTH PRE-ENGINEERED COMPONENTS, LLC `APEC 324 PANELS' FLORIDA BUILDING CODE 5" EDITION (2014) FLORIDA PRODUCT APPROVAL FL 15997.2-R1 STRUCTURAL COMPONENTS • ROOF DECK >. H Cla 0 o Prepared For: LL. j AllSouth Pre-Engineered Components, LLC w U 985 Technology Dr. W Dothan,AL 36303 n. Telephone: (334) 699-8394 Z Cl) Fax: (334)699-8395 CO m Z ® co U ® W Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918)492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) ,� Load Span Table(1 Page) ���� P SOC... ,�� �`• ••'`c'E . N • 6 .� N.- F �92J •• No 62240 Report No. C2008-2 7-53: STATE OF Date: 3.30.15 '.�•:°i 01". ���'' NL • 'W‘ 11:1 3 •2,o• 20 1 S FL 15997.2-R1 C2008-2 3.30.15 Page 2 of 3 Manufacturer: AllSouth Pre-Engineered Components, LLC (APEC) Product Name: APEC 324 Panel Description: Standing seam panel with 24" wide coverage and 3" high ribs Materials: Min 24 ga. with galvalume coated steel (ASTM A792) (Fy-=50 ksi). Support Description: Min 16 ga., 50 ksi steel section(Must be designed by others) Slope: 1/4:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 61.1 psf @ support spacing of 24" o.c. with Ro11LokT"' Seam 28.3 psf @ support spacing of 60" o.c. with RoIlLokT"' Seam 85.5 psf @ support spacing of 24" o.c. with TripleLokTM Seam 42.8 psf @ support spacing of 60" o.c. with TripleLokT"' Seam 108.8 psf @ support spacing of 24" o.c. with QuadLokT"' Seam 53.9 psf @ support spacing of 60" o.c. with QuadLokTM Seam Panel Attachment: MPS clip with (2) 1/4"-14 x 1-1/4" long SDS per clip at each support Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on APEC load span table. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Reports ENCON Technology Inc. Project No. C1672-1, Reporting Date 4/2/2002, Revised 9/29/2009 Project No. C1672-2, Reporting Date 4/12/2002, Revised 9/29/2009 Project No. C1672-3, Reporting Date 4/12/2002, Revised 9/29/2009 (APEC is authorized to use Building Research System's Test Reports) FL 15997.2-RI C2008-2 3.30.15 Page 3 of 3 FM 4470 Test Report ENCON Technology Inc C1669-1, Reporting Date 9/30/09 (APEC is authorized to use Building Research System's Test Reports) Force Enginccii.ng&Testing Inc. J 19330 Ramble wood Drivc Humble,TX 77338 Product Evaluation Report ROOFHUGGER SuperLok 16-24 over Roof Hugger Re-Roofing System Florida Product Approval # 9352.5 R3 Florida Building Code 2014 Per Rule 61G20-3 Method:1—D s Category:Structural Components tt� Subcategory:Roof Deck //4(ir% CO ®)%r Compliance Method:61G20-3.005(1)(d) 0s � NON HVHZ f Product Manufacturer: �xr� • co e,45) Roofhugger ff�l7 �/ (0 &IC P.O.Box 1027 �� � 0 "•� Odessa,Florida 33556 Engineer Evaluator: � � Terrence E.Wolfe,P.E.#44923 �► Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1-4 • `•`‘ N•E.C,Ilia iii `•• .'• CC NSk:fee.••444i 143..4gr? (2.jq<____,‘ JOAX•2,1n-6)---1 • •a• STATE Of :a: i ""111111111111.111111111111111.1.117:1-K1111111111111111111111111111111111111111111111111 Force Engineering&Testing Inc. 19530 Ramblcwood Drive Humblc,TX 7733S Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014,Sections 1504.3.2,1504.7. Product Description: Retro Sub-Purlin Roof System for the purpose of re-roofing over an existing roof without removing existing panels. SuperLok roof panel over Roof Hugger over existing PBR roof panel. Existing Roof Panel: Min. 26 Ga. PBR panel, 36"wide, 1''/."tall major rib at 12" O.C. Roof Hugger:Standard Model C,Min.16 Ga.,Min.1.830"tall Roof Hugger Spacing:5'-0"O.C.,2'-6"O.C. For 2'-6"Roof Hugger spacing,16 Ga. Integral Sub-Rafters at 24"O.C.are used(See Details). New Roof Panel: Min. 24 Ga. SuperLok standing seam roof panel, 16" wide. SuperLok manufacturer MBCI,L.P.,a division of NCI,L.P. Panel Material/Standards: Material: Steel conforming to Florida Building Code 2014 Section 1507.4.3. Paint finish optional. PBR: Min.26 Ga.steel,0.0185"thick SuperLok: Min.24 Ga.steel,0.0230"thick Roof Hugger: Min_16 Ga.steel,0.0600"thick 16 Ga.Integral Sub-Rafters: Min.16 Ga.steel,0.0600"thick Corrosion Resistance:Panel Material shall comply with Florida Building Code 2014,Section 1507.4.3. 26 PBR Panel Minimum Properties: SECTION PROPERTIES NEGATIVE MOMENT POSITIVE MOMENT PANEL Fy WEIGHT _ Ixe Sxe Maxo Ixe Sxe Maxo GAUGE (KSI) (PSF) (IN.4/FT.) (IN.3/FT.) (KIP-IN.) (IN.4/FT.) (IN.3/FT.) (KIP-IN.) 26(0.0185") 80 0.94 0.0305 0.051 1.6297 0.0375 0.0376 1.35 Roof Panel Clips: SuperLok:Sliding clip assembly Corrosion Resistance:Per Florida Building Code 2014 Section 1506.7 Panel/Clip Fastener: Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,1507.4.4 ,`,�t111111111li •%‘ I.NcE.�.jf• 1° 447,g� 'F .mo �Q. • N., � a No. (;. , r .a• STATE OF ; . AL ORI A. * E` . 1 .` ,, INA ,,, it O H 1111 ?Ca • FL#9352.5 R3 April 7, 2015 I • Force Engineering&Testing Inc. 19530 Rnmblcwood Drier Humhle,TX 77338 Substrate Description: Min.16 Ga.Steel Framing at S'-0"O.C.. Framing must be designed for additional loads of the new roof panel and Roof Hugger system and in accordance w/ Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressure: -47.5 psf -80.0 psf SuperLok Clip/Roof Hugger Spacing: 5'-0"O.C. 2'-6"0.C. Integral Sub-Rafters Spacing: NA 2'-0"O.C. 'Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014,Section 1504.3.2,1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-0S Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. • FM 4471-92-Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering&Testing,Inc.(FBC Organization fl TST-5328) Report No.193-0189T-07A,B Dated 06/07/2007 2. FM 4471-95,Section 5.4 Foot Traffic Resistance Test FM Approvals,LLC Report No.3005245,Dated 07/24/2000 3. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization M ANE ID:1920) Test Standard Equivalency: The ASTM E 1592-01 test standard is equivalent to the ASTM E 1592-05 test standard. The FM 4471-95,Foot Traffic Resistance test standard is equivalent to the FM 4471-92,Foot Traffic Resistance test standard. O • No.407g a I .e• STATE Of : •4 ?3', 'vim sir.gauss �, �4 • • �0. •%% 11 FL#9352.5 R3 April 7, 2015 +1111F111111111:111.111111111111111111111111111111111111111110- Force Engineering&Testing Inc. 19530 Ramblcwood Drive Humble,TX 77336 Quality Assurance Entity: The manufacturer has established 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014,including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product(Optional) Roof Panel Fire Classification: Fire classification is not part of this evaluation. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout.Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel,and Chapter 16 for structural loading. •THIS PLAN MUST E EACH I SPECTIC,Bdt E tt�t� 6,••E•�• b.r ��i • � ; CENSc• • a eiu r .o• STATE OF ;• •� •• v13•. •4i • so._ ,e; AZORI � � • � ODA. , i�" ORAL i*6�.� ttttltss FL#9352.5 R3 April 7, 2015 J •. BCOPY THIS PLAN MUST BE ON JOB SITE FOR I EACH INSPECTION RC'GF HUGGERS 5 ' - 0 " D.C. SECTION A-(( n PURLINS 2.1 M. sun RI w I6' Vir. I. r . Mir MJe;c R ? •.S'-0. 0C. .r ITV=_ `_ --1L,r‘ 26 C. 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