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133 Beach Ave ROOF20-0005 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER l ROOF20-0005 CITY OF ATLANTIC BEACH ISSUED: SEMINOLE ROAD 2/20/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 8/18/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: - PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 133 BEACH AVE ROOF NON SHINGLE METAL ROOF $73627.00 TYPE OF REAL ESTATE BUILDING USE ZONING: SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170213 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: I ZIP: THORNE METAL SYSTEMS 2072 BELLE GROVE TRAC ORANGE PARK FL 32003 INC OWNER: ADDRESS: CITY: STATE: ZIP: SCROGINS WILLIAM C 2000 CHEROKEE DR NEPTUNE BEACH FL 32266 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 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $376.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $188.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.46 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.64 TOTAL:$578.10 Issued Date: 2/20/2020 1 of 2 ,---:-.\_.\,,J,,,. ROOF NON SHINGLE PERMIT PERMIT NUMBER ���9 ROO F20-0005 �� ;:� CITY OF ATLANTIC BEACH ISSUED:SEMINOLE ROAD 2/20/2020 °':»r ATLANTIC BEACH. FL 32233 EXPIRES: 8/18/2020 Issued Date: 2/20/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) f: ' 800 Seminole Road j Atlantic Beach, Florida 32233-5445 �d©r �� 0005 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: . 41110 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 -3-3 .E76'kel-4 A(C--_ De ent review required 7 No Building Applicant: I-low j3 I V \ l�(.. L(STC � Panning&Zoning \ Tree Administrator Project: I V\ i r\l_. l` ©O 1' 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 ,),izec. ' • Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I proved. (Denied. [ Not applicable (Circle one.) Comments: BUILDIN IO Oc, PLANNING &ZONING Reviewed by: Date: / -d ,a TREE ADMIN. Second Review: Approved as revised. ❑Denied. flNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,. Building Permit Application Updated 10/9/18 " r Cityof Atlantic Beach BuildingDepartment 1t '' � °"`ALL INFORMATION r,.,,.—! 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY �.tu IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us 33 Job Address: 133 Beach Ave. Permit Number: 1-�D I` ZC� (DOGS -egal Description Lot 2,together with part of lot 1,Subdivision A Plat Book 5, Page 69 RE# 17 0a t 3 •- 0000 Valuation of Work(Replacement Cost)$73,627.00 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ONew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo OPool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes CINo • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to he performed: Remove existing metal roof and install a new metal roof. Florida Product Approval# ,_ 3gi53, 3 for multiple products use product approval form Property Owner Information ›— Name William Scrogins — Address 2000 Cherokee Drive p=ity Neptune Beach State FL Zip 32237 Phone 904-545-7878 E-Mail _ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)_ Contractor information W Name of Company Thorne Metal Systems, Inc. Qualifying Agent U Address 1635 Farm Way, Suite 406 City Middleburg State FL Zip 320613 L.t. Office Phone qn4-2R4-4R5R Job Site Contact Number _ State Certification/Registration# CCC1325825 E-Mail cthorne@thornemetalsystems.com CO Architect Name&Phone# Engineer's Name&Phone# `-- Workers Compensation Insurer Builders Mutual Insurance OR Exempt 0 Expiration Date 07-14-2020 I I 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 regulating Z cn construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, a I1 Z WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this ELI z E permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and n LJ O may be additional permits required from other governmental entities such as water management districts,state agencies,or U 0 �" Z in— there ii federal agencies. 3 VUav a OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all lt1 2 applicable laws regulating construction and zoning. 0 0 < WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY U i- i- I- RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 2 u. g z w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ca C) a� w to - RECORDING YOUR NJOTICE OF COMMENCEMENT. 4 �` H am L.9 3 o Signaturof Owner Agent) l -- cc W ign o Contractor) j CC W - -Signed and sworn to(or affirmed)before me th day of Sig ed and savor, to(or affin before me this i day of (\� �1� „�,1 cc �,.,n.)`l U C?r/ ,�Q ! / .`1 i l//F!'�r� J J %%1�� `J , �Ul. i Q B L- (Signature Notary) 4" (Signature of Notarl \, ersonaIly Kn ~n gr.....;;y.- +CYNTHIA J. SAMBIT0 (Versonally Known OR 1 ..,.,,,---,"ii...;aSUMMER PAGE (t )Produced Ide i o'�• Notary Public -State of Florida : .; Notary Public-State of Florida ( )Produced Identification Type of ldentific • '4/' ,I• Commission # FF 955117 Typey"o Commission x GG 362212 of Identification: :;,OF 'y omm.Expires May 17,2020 ov.. MpEorrr Exprrestrog 5. 2023 "^ f,"" Bonded through National Notary Assn. Bonded through Nations!Notary Assn.I Doc # 2020029506, OR BK 19095 Page 2493, Number Pages : 1 , Recorded 02/06/2020 02 : 19 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 NOTICE OF COMMENCEMENT State of FLORIDA Tax Folio No. County of DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: LOT 2, TOGETHER WITH PART OF LOT 1,SUBDIVISION A, PLAT BOOK 5, PAGE 69 Address of property being improved: 133 BEACH AVE.,ATLANTIC BEACH,FL 32233 _ General description of improvements; REMOVE EXISING METAL ROOF AND INSTALL A NEW METAL ROOF Owner: WILLIAM SCROGINS Address: 2000 CHEROKEE DRIVE,NEPTUNE BEACH,FL 32237 Owner's interest in site of the improvement: SINGLE FAMILY HOUSE — Fee Simple Titleholder(if other than owner): —. Name: Contractor: THORNE METAL SYSTEMS,INC. Address: 1635 FARM WAY,SUITE 406,MIDDLEBURG, FL 32068 Telephone No.: 1904)284-4353 Fax No: (904)284-4366 Surety(if any) — Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan far the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 113.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): — T PACE FOR RECO DER' USE_O_LY OWNER ?? 1 - '4. Sigred: (.� /� C - — Date: 7 X020 CYNTHIA J SAMBITO Before me this ( «day o Ai}Cr' In the County of Duval,State ASL Yotaty Puolrc • Stale Or Florida Of Florida,has personally appeared 1 )pp-, 5L'r��CS�, C;,rnmrssrr,n i1 95511 7 Notary Public at Large,State of Florida,County of Duval. Y_ ;s M,Conn f�P•`s May 1),2020 My commission expires} 0206-{ 0 - -- a-•'..-- ,Nato•ralNotaryAssn. Personally Known. (/ or Produced Identification: OFFICE COPY FL 23953 Edge-Loc 1.0 .032" Aluminum Page 33 of 43 (FORMERLY FL 17810) m U) o II T. HT1 I I II II N P I I m _T ---I 0 S 7 mrn 129 1/2" x r N -U C V1 m o 0 cb • DATE REVISION DESCRIPTION REV SY: PROJECT NO. DRAWING: DRAWING @f: SHEET PROJECT 1441E' 0.032" ALUMINUM EDGE-LOC 1.0 PETERSEN ALUMINUM CORPORATION I ,�lgc 3d E1977.01 0.032' ALUMINUM EDGE-LOC 1.0 448 cuom PETERSEN ALUMINUM CORPORATION .R........,r..H"i 16" COVERAGE ON 1/2" PLYWOOD 2/27/1e (FORMER FL 17810) , a i es 04 52 3/4" 76 3/4" C ANCHORAGE AND ATTACHMENT NOTES: E PLYWOOD SHEATHING TO STRUCTURAL SUPPORT FRAME. ,� 7 11 D 71rCORNER AND FIELD SPECIMENS: Z i I I BD x 2-1/4" GALVANIZED RING SHANK COMMON NAILS Al 6" O.C. Q o r I 1/2" PLYWOOD i I I SHEATHING FELT PAPER. i a PERIMETER AND SEAMS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING c v w N v I I NAILS WITH 32ga. TIN CAPS SPACED 6" O.C. .e 0p I I INTERMEDIATE ROWS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING ?azo NAILS WITH 32ga. TIN CAPS SPACED 12" O.C. STAGGERED A 4" OVERLAP WAS USED WHEN LAYING ADJACENT SHEETS OF FELT PAPER. 3j w I I w<,I II 1 I VAPOR AND MOISTURE BARRIER. g wo o Lw ILI. A SINGLE LAYER OF HT PRO QUIK—STICK MEMBRANE WAS SELF ADHERED TO THE i a I L 1 li FELT PAPER. A 4" OVERLAP WAS USED BETWEEN ADJACENT SHEETS. I to 1 • 00-1 ..- — lir r FIRE BARRIER. I I I t A EACH SHEET OF VERSASHIELD WAS CUT TO THE REQUIRED SIZE AND LAID LOOSELY 4" I 0 I 4-0--0 o OVER THE QUIK—STICK HT MEMBRANE. A 5" OVERLAP WAS USED WHEN LAYING411(11 I INy ADJACENT SHEETS OF VERSASHIELD. � OVERLAPN I I I T.I. ,_11._ n—(7 n-r)—rr W I I IAll 1 R o I o fl o ''I 1 I 1 7������ LLJ ���♦ 4 0 I I a I O a I O /���� I 0. , 20 ILL—— • li e_II —I�II I1 ��&. VERSASHIELD I• g — _. t w w i• x TIN CAPS WITH --I6"k— FELT PAPER HT PRO OUIK STICK Ov ROOF NAILS D Z M 5 2 J Q D SHEATHING SYSTEM ELEVATION N.T.S. J O W o V) Li ® .. i r; i,I „IBetterTogether. Tect;ample complies with!hese Details Deviations are noted Q O Report,t E1977.0I-450-18 n Date 03/10/2013 Ventied 13v Alan Rule 1 n Ot W Page 35 of 43 (FORMER FL 17810) FIELD SPECIMEN i h k 0.032" ALUMINUM PANELS 20" COIL WIDTHi an 16" COVERAGE ON 1/2" PLYWOOD #10 x 1-1/2" PANCAKE / TYP. 0.032" x HEAD SCREWS 12" FROM ENDS ALUMINUM PANEL o q 120" AND 16" ON CENTER / \ o I- I 61. a�a \ V u \ V u p I ZZ 0 Z wc� • • PANEL r 4;a • SEAM VERSASHIELD wa w S ' HT PRO QUYC–STICKea C2i_______________,< • • \ 30# FELT PAPER E,o;o • • \ " 1/2" PLYWOOD 5 \ / SHEATHING ! 401— w • 16" TYP. FIELD INSTALLATION a $ • .i_ • _.__ N.T.S. a. i . J • O I " O / #10 X 1-1/2" PANCAKE HEAD SCREW o / 3" FROM EACH PANEL END ONLY U z , . . , / O / \\ O a 1 K / TYP. 0.032" c o ALUMINUM PANEL wO . • Att..i ir_____tt •–• z z L_......:•.......--... ....J 7 VERSASHIELD a r �— HT PRO OUK–STICK iv a { 16" I 30# FELT PAPER o z PERIMETERtn PANEL FASTENERS COVERAGE \ w #10 X 1-1/2" PANCAKE \ 2" PLYWO S1HEATHING OD ♦ 1 yE HEAD SCREWS AT 3" O.C. N / l I-:i.:. J ,i BetterTogether. PANEL ELEVATION N.TS PANEL END DETAIL TTe51 sample compile;.%1111these details p _ N.T.S. ITc\'IaI,on we noted 2 FELD SPECIMEN Report it E1977.01-050-18 r` Date 03/1012015 Vcnlieil tap Alan Rule 1 pni w Page 36 of 43 • (FORMER FL 17810) t A„4.\\'' 0.032" ALUMINUM PANELS CONE SR E C I V E\ 20" COIL WIDTH1 t s 16" COVERAGE ON 1/2" PLYWOOD -- co x 1-1/2" PANCAKE / TYP. 0.032" o0 HEAD SCREWS 6" FROM ENDS ALUMINUM PANEL p...1 AND 6" ON CENTER / \ g 120" n r 1 \ tt gi; O g W S U • , • PANEL 31 • SEAM 1 VERSASHIELD w I I ^l-' HT PRO OUIK—STICK }�' • \ 3D# FELT PAPER o m • • ' \ SHEATHINGOOD 1 i 6. \ ` — — E J T • TYP. CORNER INSTALLATION g W 2 ®- --- N.T.S. as J • i 1 • , O I / #10 X110 X 1-1/2" PANCAKE HEAD SCREW p • / 3" FROM EACH PANEL END ONLY o . / v O \ g I TYP. 0.032" �' o • / I ALUMINUM PANEL Cc • _ff•::] U C---- `lb VERSASHIELD J — 1— HT PRO OU1K—STICK a 16 "I 30# FELT PAPER PERIMETER 1 o w PANEL FASTENERS COVERAGE \ W 1y10 X 1-1/2" PANCAKE / 1/2" PLYWOOD HEAD SCREWS AT 3" O.C. SHEATHING a •••.„ �_ ' / ver T••i•y IL! ..-,BetterTogether. 1 1 PANEL ELEVATION N.T.S PANEL END DETAIL ,cst sample complies edhthese details N.T.S. DCemUons mC noted 9 6 RC nrt rr E1977,01-050.18 N CORNER SPECIMEN p h Date 03/ 211I5 Nr 'ri I.d Hy Alan Rule IT W Page 37 of 43 ALL t ir„ Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON r � � HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 c - � -0s>.'. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:,kC:OCI ��)'0�J n Revision to Issued Permit OR n Corrections to Comments Date:3/4/zL' Project Address: 13 3 Fee.th, /kg. Contractor/Contact Name: `j— t .r - Ale:t 5c/)4-(.1-n ,3-n(, Contact Phone:4GL/ 1) )3S3 Email: e-14\�.rrYJ'f" -rne,-/Y1r 15yS-f f. eGr+ Description of Proposed Revision/Corrections: o_541/in Pr:-SS/rrJA-c,r,*z9`4+ -') I eri)(Tr,r-P.C._ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? ECE'V� LJ No ❑ Yes (additional s.f.to be added: ) MAR 03420 . • • 'Y 4 • Will sed revision/corrections add additional increase in building value to original submittal? , o ❑*Yes (additional increase in buildin: .lue:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: IA mss, (Office Use Only) 451 .1•54� L{Approved I Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments (en'be J 4 BILK (re ma; SI k 43'1._.. et If r ev Gre.e. De artment Review Required: 1/y� Building Plannhrg&Zoning Reviewed By Tree Administrator Public Works Public Utilities 3/10/2- ) Public Safety Date Fire Services Updated 10/17/18 ., SIN/1333u , ., . , 1 , , ., REVISION BP# jgoofo7n —0005- DATE 3 / /d / .PO , SIGNED rri� Southard Engineering, Inc. Certificate of Authorization# 9195 OFFICE C 0 PY 4566B NW 5th Blvd. Gainesville, FL 32609 352-367-2526 Calculations for roof panel design and attachments At Scrogins Residence Renovation 133 Beach Avenue Jacksonville, FL 32233 SEI#007-2020 For Thorne Metal Systems, Inc. 1635 Farm Way, Suite 406 Middleburg, FL 32068 John Southard, M.S., P.E. Florida PE 57599 February 28, 2020 Page 1 of 12 ���aZG Standing Seam Roof Panel Assumptions 6t Qualifications 1) Southard Engineering, Inc. is not responsible for the structural load paths necessary for the building's design and stability. Southard Engineering, Inc. has only designed the roof panels and their attachments. 2) Uplift wind pressures used in these calculations were provided on the contract documents (see sheet S.01 dated August 16th, 2019). Southard Engineering, Inc. is not responsible for the correctness of these wind pressures. 3) Roof Panels shall be Edge-Loc 1.0 .032"x 16"wide aluminum panels by Petersen Aluminum Corporation. Basis for design is FL 23953. a,6 Z4ey ti AI III e C.--- I I ' I I i I Ir e,mw,,d to I I I i i i I I I 1 1 i 1 i 1 4 3 II I I i i 1 0. 1 w V MYpNCVp�COrt�llOw N. y 't.1} I GW 4�N�Op IMtI IrT�b., I;• ---g F RA I llZZff \\ I 1 NEW t I _1 i NM`M CNgI,MON Tt I I ..i ,. , AIIIN10d IMR111RY I -I i / I I 1 , tidoti 121 I ti 41 II 1 ROOF PLAN e 1 7/It'ti 1'�0' Z / \ SOUT - AD E \ G \ EEI \ G , \ C . Lf 45668 N\\ 5`h BLVD.•GAINESVILLE,FL 32609•(352)367-2526• FAX: (352)367-2526 Project Information Southard Engineering Job No.: 007-2020 Prepared by: John H. Southard PE License No: 57599 Date: 2/28/20 General Contractor: Thorne Metal Systems, Inc. Project Address: 133 Beach Avenue Locations: Jacksonville, Florida 32233 Building Description Is the building in a wind borne debree area? No Building Category: II Mean Roof Height: ft Roof Slope: 4.0 :12 Eave Height 24.67 ft Maximum Overhang Length: 2.00 ft Wind Analysis Information per ASCE 7-10 Basic Wind Speed (V): 130 mph Wind Importance Factor(I): _ 1.00 Wind Exposure: Exposure D Internal Pressure Coefficient(Gcp;): +/- 0.18 End Zone Length (a): 5.50 ft Directionality Factor(Ku): 0.85 Velocity Pressure (ASCE 6-13): qZ = .00256KZKeKdV2I = 24.84 psf Main wind force resisting system (These are only maximum loads.) Maximum Diaphragm Shear at shear collector: N/A lb/ft (conservative value) Calculations for diaphragm shear will not be submitted. It is the Engineer of Record's responsibility to provide this value for each roof. The number shown above was calculated without a full set of contract drawings and is thus a rough estimate. Components and Cladding design pressures (These are maximum gross pressures.) Roof Interior Zone(1) - 26.8 psf These are service load ASD wind P4,6" sJ12, S Roof End Zone (2) - 46.7 psf pressures X45 PRav1 D6'O Roof Corner Zone (3) - 46.7 psf ns C o TRa t DeC /ttv6c. Gravity loads in effect during various wind load combinations Roof Dead Load: 0 psf during uplift cases. old 2° The roof attachments have been designed in accordance with and meets �a the requirements of section 1606, 2017 edition, of the Florida 2 Building Code, It is designed to withstand 130 mph wind loads. All connections have been checked to withstand applicable loads. lc?c)oF P NCE5. IGN , 41. • FL#23953 Tite-Loc Plus: 12'x 22GA Steel Pane over 22GA Meta B-Deck Non-HVHZ Standing seam panel was fastened over min.22GA,Grade 33 B-deck @ max. 5'o.c.with clip using corrosion resistant(2)#14-10 Dekfast screws per clip through 4"x 5"x 16GA bearing plate and rigid insulation into deck;fastener should be of sufficient length to penetrate min.%"through the deck. Tite-Loc Plus AR sliding clip:2 fasteners per clip,Clip Tab:4.313"wide,SOksi, 22GA G90 Coated Steel;Clip Base:2.5"wide,50ksi, 18GA G90 coated steel. MSA"Quick Stick HT"40 mil peel&stick or approved equal. Installed over insulation board as per manufacturer's install guidelines. Insulation board: 2"min. -4"max.thickness to comply w/ FBC 2017.Slope 4:12 or greater in accordance w/FBC 2017. Rib Height:2" **Design Pressure: Clip Spacing: { -56.0 PSF @ 48"o.c. -186.4 PSF @ 6"o.c. FL If 23953 Titn-Loc Plus: 18"x 24GA Panel over 22GA Metal B-Deck Non-HVHZ Standing seam panel was fastened over min.22GA,Grade 33 8-deck @ max.5'o.c.with clip using corrosion resistant(2)#14-10 Dekfast screws per clip through 4"x 5"x 16GA bearing plate and rigid insulation into deck;fastener should be of sufficient length to penetrate min. 'A"through the deck. Tite-Loc Pius AR sliding clip:2 fasteners per clip,Clip Tab:4.313"wide,50ksi,22GA G90 Coated Steel; Clip Base: 2.5"wide,50ksi, 18GA G90 coated steel. MSA"Quick Stick HT"40 mil peel&stick or approved equal. Installed over insulation board as per manufacturer's install guidelines. Insulation board: 2"min. -4"max.thickness to comply w/ FBC 2017.Slope Y4:12 or greater in accordance w/FBC 2017.Rib Hei:ht: 2" **Design Pressure: Cli. S.acing: -30.0 PSF @ 48"o.c. -78.5 PSF @ 6"o.c. rfirraMrire-Loc Plus:16"x 0.032"AMuminum over min. 19/32"APA Plywood Non-HVHZ Standing seam panel was fastened over min. 19/32"APA rated plywood for new and existing constructions with clip using corrosion resistant(2)#10-12 pancake head type A wood screws per clip into deck;fastener should be of sufficient length to penetrate min. 3/16"through the deck, Tite-Loc Plus AR sliding clip:2 fasteners per clip,Clip Tab:4.313"wide,50ksi,22GA G90 Coated Steel;Clip Base:2.5"wide,50ksi, 18GA G90 coated steel.Y4:12 or greater in accordance w/FBC 2017. **Design Pressure: Clip Spacing: -61.1 PSF _@ 24"o.c. —� -74.1 PSF @ 12"o.c. _ _.�w FL#23953 E.g--Loc 1.0:0.032"(nom.) 16"coverage Aluminum over 1 2"min. Plywood— Non-HVHZ The panel was fastened thru top layer of underlayment members into 15/32"4 ply-CDX plywood attached to framing supports using 8D x 2-1/2"coated ring shank nails spaced @ 6"o.c. Panel fastener: Corrosion resistant#10x15 Pancake Head screws / starting 12"from panel end spaced 16"o.c.One#10x15 PH screw secured male and female leg overlap 3"from each end Underlayments applied: H.T. ProQuick(adhesive backed)single layer between adjacent sheets. Fire barrier;single layer of Versashield 5"overlap between adjacent panels. **Design Pressure: -52.5 PSF '>' 41C-? P$P C7 k. FL#23953 Large Precision Tile Panel: 14.5"x 0.032"Aluminum Non-HVHZ The panel was fastened thru the top layer of underlayment membrane Into 5/8"plywood attached to 2 x 10 wood structural framing supports using 80 x 2-1/2" long ring shank nails fastened using corrosion resistant(2)#10-13 x 1"long GP concealor screws. Fasteners located at pre-punched fastener holes @ 12-7/8"o.c.on the top nail flange for each panel.A layer of self- adhering Waterproof Membrane was on top of the plywood sheathing substrate. **Design Pressure: - Fastener Spacing: -202 PSF 12.875"o.c. FL#23953 Large Precision Tile Panel: 14.5"x 24GA Steel y Non-HVHZ The panel was fastened thru the top layer of underlayment membrane into 5/8"plywood attached to 2 x 10 wood structural framing supports using 8D x 2-1/2"long ring shank nails fastened using corrosion resistant(2)#10-13 x 1"long GP concealor screws.Fasteners located at pre-punched fastener holes e 12-7/8"o.c. on the top nail flange for each panel.A layer of self- A adhering Waterproof Membrane was on top of the plywood sheathing substrate. ,v **Design Pressure: Fastener Spacing: �e/ _ -248 PSF 12.875"o.c. '' **DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 R oo F AtT�4-C t-{M E Iv T Roofing Materials Metal roofing = Edge-Loc 1.0 - 1" deep x 16" coverage x .032 in Aluminum panels by Panel clip type = by Petersen Aluminum Fasteners thru panel = #10-13 GP Concealer screw Material support panels attach to = 5/8" Plywood Bottom surface of panels exposed to overhang wind pressures = No Attachment of Metal Roof to Plywood Sheathing Metal roofing thickness = 0.032 in Metal roofing width = 16 in Support thickness = 5/8 in Clip thickness = N/A Ga Pull Out Analysis (from material support) Ultimate pull out capacity = 505 lb Factor of safety = 5 Allowable pull out capacity = 101 lb Controls Pull Over Failure Analysis Ultimate pull over capacity = 212.8 lb Factor of safety = 2 Allowable pull over capacity = 106 lb Not Controlling Tensile Failure Analysis (screw tensile failure) Ultimate tensile capacity = 2100 lb Factor of safety = 3 Alllowable tensile capacity = 700 lb Not Contolling Allowable Suction Load per Screw 1 Allow. suction capacity per screw 101 lb per screw Determination of Screw spacing by Uplift Zone Screw spacing(ft Gross uplift(psf) Tributary area(ft2) Pull out load(Ib) CSR check Interior zone (1) 1.33 26.8 1.77 54.18 (OK) Edge zone (2) 1.33 46.7 1.77 94.41 (OK) Corner zone (3) 1.33 46.7 1.77 94.41 (OK) Gross uplift=qz*absolute(GCp+Gcpi) Tributary area=metal roofing width x screw spacing �J Pull out load=tributary area x gross uplift x 1.14(3 span or greater condition) Z° CSR=pull out load/allow suction capacity per screw< 1.0 1., e FL 23953 Edge-Loc 1.0 .032" Aluminum I / Page 33 of 43 (FORMERLY FL 17810) 7 Fri CD rn c) i I `O I � Fri rn O V V/ kk g x 129 1/2" RF 01 • �Y DALE REVIRION DEECRICMON —�^— RE,r. PROJECT NO. MAW eNONO IC E1977.01 OJ 7 O,� PROJECT NAME 0.032" ALUMINUM EDGE-LOC 1.0 PETERSEN ALUMINUM CORPORATION I 34 0.032' ALUMINUM EDGE-LOC 1.0 4 euort: PETERSEN ALUMINUM CORPORATION ,.....�.,., 16" COVERAGE ON 1/2" PLYWOOD 1/JT/,e (FORMER FL 17810) a NI 52 3/4" 76 3/4" i a II 1 ANCHORAGE AND ATTACHMENT NOTES: tt _.________ PLYWOOD SHEATHING TO STRUCTURAL SUPPORT FRAME. 3 I ' R TT . Ti �r CORNER AND FIELD SPECIMENS: I ?I II 80 x 2-1/4" GALVANIZED RING SHANK COMMON NAILS AT 6" O.C. 4og. B ?I I I II 1/2" PLYWOOD 1 I II SHEATHING FELT PAPER. S a' ID i i{l PERIMETER AND SEAMS, 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING i Z c8i I II NAILS MATH 32gc. TIN CAPS SPACED 6" O.C. I 35y I li I II INTERMEDIATE ROWS; 0.120` x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING O 7 i ii 1 11 NA.".S WITH 32gc. TIN CAPS SPACED 12" O.C. S TAGGRED z II 1 II A 4' OVERLAP WAS USED WHEN LAYING ADJACENT SHEETS OF FELT PAPER. -5 lI Iii 4g1 I 1 VAPOR AND MOISTURE BARRIER. m u t• I II I I III I A SINGLE LAYER OF HT PRO QUIK-STICK MEMBRANE WAS SELF ADHERED TO THE elle I II I I 4LL i FELT PAPER. A 4" OVERLAP WAS USED BETWEEN ADJACENT SHEETS. a o.- II I I I 0 3 II ( i—e— FIRE BARRIER. 1 ii I I i N RI I EACH SHEET OF VERSASHIELD WAS CUT TO THE REQUIRED SIZE AND LAID LOOSELY 4• Il I 0 I j__Ey_____O el I OVER THE QUIK-STICK HT MEMBRANE. A 5" OVERLAP WAS USED WHEN LAYING w iii(i i, OVERLAP, ' II — I 12' { I ADJACENT SHEETS OF VERSASHIELD. m \V1 1 II 1 I I b iii ii a c o o . 0—c . I t w I I I • a III I I I ..It a III R ° fl ° fl ° �������� 111 II I �������� f HI 11 0 1 ° 0 1 ,IJJ +i�i�i�.• 1 ♦���. 0 `►���� Z III II 1 1 irA ►�������� VERSASmELD ®I1 I o _1J Q.II —SII I •���. I W O Lg a CC TIN CAPS WITH ---I6 I._- FELT PAPER HT PRO QUIK STICK W O ROOF NAILS J Z 5 z D SHEATHING SYSTEM ELEVATION H. fV O w Ci ¢ -11, Es,al-.,:.:BetterTogether. Teat sample comphcs,III1 these&talk Ikv iauut,s are noted Y Rcpurt a E1977.01-450-11t 0 N C15."--flat.:03/10/2015 Vcttfied B%Alan Rule C --. W � N.a C. 10 Page 35 of 43 ON \eN � . (0)— (FORMER FL 17810) FIELD SPECIMEN 4 PI 0.032" ALUMINUM PANELS s: b 20" COIL WIDTH ' 16" COVERAGE ON 1/2" PLYWOOD ` /to x 1-1/2' PANCAKE N. TYP. 0.03r HEAD SCREWS 12' FROM ENOS / \ ALUMINUMPANEL 120' AND 16' ON CENTER / ¢ f1 , .I ` 'n I . PANEL --- — SEAM \ VERSASHELD =j ' �:'' HT PRO OUK-STICK ............/.... .7..r / \ 30/ FELT PAPER iv 0 ao� \ / / 1/2'SHEAT SHEATHING 1 l . : 11 J 16" TYP. FIELD INSTALLATION 3 i 14.1.S. n.i ® , / ' --z \ /10 X 1-1/2' PANCAKE HEAD SCREW ,3' FROM EACH PANEL END OIC C! / \ a � I . / a I TIP. a032' S • , .............j,,... ir______11 .......Aii. .. ALUMINUM PANEL W 1 -t--L' - - - -- --- - -- -- ---J vERSASHIrw 3 I I 16• —=IMMIIIIIIIMEMMIMIIIIIIMMINNI HT PRO WO(-SUCK PERIMETER 30/ FELT PAPER c z PANEL FASTENERS COVERAGE \ c X10 X 1-1/2' PANCAKE \ 1/2' PLYWOOD HEAD SCREWS AT 3' 0.C. / / SHEATHING Inte.tek 'y 1 a 17:>%1',a8etterToler. PANEL ELEVATION N.T.s PANEL END DETAIL Tcat<a,plc omplicawrthdc1c&t,I% _-.. N.T.S. hcr'Mona arcnoted Q Q FELD SPECIMEN Repon IJ E1977.01450-I8 Dat.:0Y1012015 Vcnfid By Abe Rule pr W Page 36 of 43 41 (FORMER FL 17810) r � � aa 0.032" ALUMINUM PANELS C 0 R N E SPECIMEN g 20" COIL WIDTH _ 11 fi- 16" COVERAGE ON 1/2" PLYWOOD /10 x 1-1/2' PANCAKE z HEAD SCREWS 6' FROM ENDS TIP' INLIJA 31 t 120' AND 6' ON CENTER / ALUMINUM PANEL I Ile wz t `-- '--- ...- ------ ------ -^----^ PANEL ' --_--- I SEAM ::199.1111=11111W4111111•1111111111111111WI VERSASHWLD u Z _::5 HT PRO OUK—STICK it a ` 3Dif FELT PAPER 0 0 / 1/2" PLYWOOD f N. SHEATHING rg !6' A �• /WTYP. CORNER INSTALLATION aeiS • < N.T.S. O. •J g /1 g / ` 010 X 1-1/2- PANCAKE HEAD SCREW p 3' FROM EACH PANEL END ONLY ; / \ 1g . TYP. o.os2' }yet ALUMINUM PANEL t� ar I Y s V 1 , 1x �— HT PRO OM—STICKev 7 1 16' PERIMETER i --_- \ 30/ FELT PAPER o z PANEL FASTENERS COVERAGE p 010 X 1-1/2' PANCAKE \ 1/2' PLYWO00 A HEAD SCREWS AT 3' O.C. SHEATHING lntertek t le!,-.4letterTogetbm PANEL ELEVATION NT.S PANEL END DETAIL Tcstanplcconspltcs..hthuxdc(atle _ ______._ _ N.T.S. DlN100113 arc violet' QGQ0 Q L CORNER SPECIMEN it,.a E19T7.01 450-IE n n Owe 03/16'2915 Vcnh�•d Ny Alan Rule p; W • Page 37 of 43 ,, ONCEA oR s CONCEALOR TECHNICAL DATA IOW PROFILE 1ASTENEa3 Pullout In Steel-Average Ultimate in Pounds F Fastener PULLOUT I ULTIMATE LOAD IN POUNDS I Information - Grade 60 and Grade 50 Steel per ASTM A792/A1011/A8S3/A572/A529 PULLOVER (Drill Points) Calculated Values In Accordance to AISI 51001 Section E4 Tee Clip 24 ga. Zee Clip 24 ga. Grade 60 -- Screw (Ave.Ultimate) (Ave.Ultimate) 62K111 Grade 50 #10 DP3 I 415 lbs. 510 lbs. Nom Mln. 85Kei Min.Steel - - Thread Dla- 26 Ga. 25 Ga. 24G. 114"22 Ga. 20 Ga. 18 Ga. 16 Ga. 14 Ga. 12 Ga. 1/8" 10 ge 3/8" 1/2' #12 GP 430 lbs. 6921bs. Type (in.) (.018") (.021") (.024") (.030") (.038")(.048") (.060") (.075") (.105") (.125") (.135") (.250") (.375") [.Spa') #14 DP/ 407lbs. f 677 lbs. #10-16 .190" 180 220 251 315 378 504 630 787 1102 1312 •Berridge Clips ----- - REVAISaemt #10-24 .190" 787 1102 1312 #12-14 .216" 205 251 286 358 430 573 716 895 1253 1492 1611 #12-24 .216" 1492 1611 2984 '4475 •5967 #14-13 .235" 223 273 312 390 487 623 779 974 1/4-14 .250" 829 1036 1450 1727 1865 3453 '5180 '6906 Tested values are available upon request. NOTE:•exceeds tensile strength of the screw. Revised:1110615JS PERFORMANCE SPECIFICATIONS - - -r Minimum Uh/mate- _._--- Pullout In Wood-Average Ultimate in Pounds Fastener Diameter Thread Tensile Shear Torsional &Material Monster (lbs.) (p».) (lbs-in) Wood Type #10-9 I Carbon 0.200' , 1,520 1,150 60 Fastener la' r5/8" 3/4' 7/16' 119/32' 23/32' 2 x 4 #10-9/41055 0.200 2,500 1,625 BS Dia.&Point Ply Ply Ply OSB OSB OSB SYP #10-13/Carbon 0195' 1,725 1,125 60 #10-13 GP 375 505 654 188 357 442 737 #10-13/30255 _ 0.195' 41.1) 701 45 #10 9 GP 383 574 138 258 514 813 Decking fasteners #10.161 Carbon _� 0.186' 1,400 _ 61 #12-11 GP 418 455 624 •164 379 573 918 tested with full thread #10-16/410SS 0.186' 2,130 92 #14-13 DP1 434 475 628 153 327 457 991 embedment. 2 x 4 SYP #12-11/Carbon 0.220' 2,500 2,000 95 with 1'embedment Farabaugh Engineenng Test.Project No.T279-10&'T282-15 REV JS110615 #12-14 J Carbon 0.212' 2,778 2,000 100 #12-14/30255 0.212' 2,630 1,978 85 _ 012-24/Carbon 0.213' 3,450 2,420 110 FASTENER PROPERTIES REV JS1016 1/4-14/Carbon 0.243' 3,650 2,600 150 --� #14-13/Carbon" _- 0.235' 3,820 2,500 115 J Thread Type -r Tiwad Hea i Need __._ ._.-----__ - --- and Point I MOMDIaa Materia Die. r . Drove Finish SALT SPRAY #10-16 DP2 .180' C1022 .436' .080' #2 6q .0003'Zlnc&Yellow l -i The chart below provides general information with regard to corrosion #10-24 DP3 .185' C1022 .435' .080' #2 6q 0003'Zinc&Yellow '' resistance of various plating and coatings. Contact TFC for detailed C1022 TRI-SEAL-Coated information. 010.13 GP .180' ' 080" SO 302 SS Passivated e _ _I SALT SPRAY Per ASTM F1941 &B117 (0/.red rust) Rev.120313 • #10-18 DP3 .180' C1022 .450' .Dee' #26q TRI-SEAL Coated Carbon steel and 410 stainless steel materials 410 ss ___ 0002"zinc&clear -I Coating Salt Sway 010-9 GP(ULP) .200' 41022 .436'_ .040" #2 Sq TRI-SEAL Coated .00015"min.(3 urn)zinc platingwith clear chromate 15hrs 410 SS Passivated C1022TRI-SEAL Coated .0002"min. (6um)zinc plating with clear chromate 24hrs 012-11 GP .220' 302 SS .450' .080" #2 Sq Passivated Passivated 410 Stainless Steel 48hrs ^ #12-14 DP3 210' C1022 .450' .080" #2 Sq 0003 Zinc&Yellow I .0003"min. (8 urn)zinc plating with clear chromate 48hrs (SD300) 304 SS .500' .090' T-30 Torx .0003"min. (8 urn)zinc plating with yellow di-chromate 120hrs 012-24 DP5 .210' C1022 .425' .110' #3 Sq .0003'Zinc 8 Yellow-I .0005"min. (12 urn)zinc plating with clear chromate 72hrs TRI-SEAL Coated - .0007"min.(14 um)mechanical zinc with clear chromate 72hrs ------ -------------_ ._ e-- #14-13 DPt .235' C1022 .500' .090' #2 Sq .0003'Zinc&Yellow TRI-SEAL-Coated Epoxy(E-Coat)(ACQ Compatible) 100hrs 1/4-14 DP3(1") .500' .080' 02 Sq .0003':-Zinc&Yellow TRI-SEALT"' Long-life coating 1,000hrs .245' C1022 ,100" 03 Sq TRI-SEAL'Coated .625 _Coated_ I Passivated 302&304 SS >2,000 e TOOLING I Do not use impact tools! Fastening Tips _ _ -�.- �________-. • A minimum of 3 factors of safety should be used for most self-drilling or self-tape ng Screw-gun RPM fasteners in metal I 5-6 for wood. Consult a design professional for appropriate �✓ Carbon Steel&410SS Screws:2,500 RPM Max. values. DP5, 1/4"&5/16"DP3:2,000 RPM Max. 302&304 Stainless Steel Tapping Screws: 1,000 RPM • Install fastener perpendicular to the work surface and tighten to no more than ,� Max. approximately 70%of the torsional strength. For optimal performance,use screw-guns with torque • Allow al least three full threads to extend beyond the material. For wood 1 control feature. applications,allow 1"minimum embedment or full thread embedment in plywood nd DO NOT OVER-TORQUE FASTENERS. OSB for optimal pullout resistance. - _ FASTENER MATERIAL SELECTION BASED ON THE GALVANIC SERIES OF METALS FASTENER MATERIAL Kt( STEEL STAINLESS STEEL STAINLESS STEEL A.The corrosion of the base metal is not increased by the fastener. Zinc Plated Type 410 Type 302,304,316 ' ALUMINUM B.The corrosion of the base metal is slightly increased by the fastener. Zinc I Galvanized I ZNlN -" C.The corrosion of the base metal may be considerably increased by the fastener material. A C C B D.The plating on the fastener is rapidly consumed. Coated Steel E.The corrosion of the fastener is increased by the base metal. Aluminum A Not Recommended '8 A Steel/Cast Iron A,D C B A w--- _ 'NOTE:Marine environments can cause galvanic Breaa,Copper,Bronze A,D.E A a A•E_ corrosion.Consult panel manufacture for compatible m StaiSteel AD.E A A A.E fasteners to minimize galvanic corrosion. 300 Se 300 Seiies DISCLAIMER ALL DATA AND SPECIFICATIONS ARE BASED ON LABORATORY TESTS. APPROPRIATE SAFETY FACTORS SHOULD BE USED BY THE USER OR SPECIFIER. DETERMINING THE PROPER FASTENER IS THE RESPONSIBILITY OF THE USER OR SPECIFIER. BECAUSE APPLICATION CONDITIONS VARY.WE ASSUME NO LIABILITY FOR THE USE OF THIS INFORMATION. TRIANGLE FASTENER CORPORATION 800.486.1832 I www.trianglefastener.com Visit our website for the most up-to-date product and technical information!